JP2000045254A - Automatic working derricking type gate - Google Patents

Automatic working derricking type gate

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Publication number
JP2000045254A
JP2000045254A JP10213091A JP21309198A JP2000045254A JP 2000045254 A JP2000045254 A JP 2000045254A JP 10213091 A JP10213091 A JP 10213091A JP 21309198 A JP21309198 A JP 21309198A JP 2000045254 A JP2000045254 A JP 2000045254A
Authority
JP
Japan
Prior art keywords
gate
water level
water
door
river
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
JP10213091A
Other languages
Japanese (ja)
Other versions
JP3463980B2 (en
Inventor
Michihiro Fujii
道博 藤井
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.)
Kyowa Seisakusho Co Ltd
Original Assignee
Kyowa Seisakusho Co Ltd
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 Kyowa Seisakusho Co Ltd filed Critical Kyowa Seisakusho Co Ltd
Priority to JP21309198A priority Critical patent/JP3463980B2/en
Publication of JP2000045254A publication Critical patent/JP2000045254A/en
Application granted granted Critical
Publication of JP3463980B2 publication Critical patent/JP3463980B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide an automatic working derricking type gate not to cause downstream cross-section blockage of a river by automatically erecting in a gravity-free state as a downstream side water level rises, having a function to hold this erecting state without optional operation and simultaneously forcibly derricking a door body on a river bed by optional operation at the time when water of the river rises. SOLUTION: A floating body type derricking type gate facility is set on the purpose of erecting a gate by using buoyancy to be generated in accordance with rising of a downstream side water level as well as set crossing a river of a tidal territory, etc. In this case, it is possible to reserve water on the upstream side by freely carrying out derricking motion of the door body 1 by rising of the downstream side water level and holding the erecting state as it is by setting a hydraulic pressure circuit having a check valve so as to freely carry out only working in the normal erecting direction by installing a both rod type hydraulic cylinder 6 on a torque arm 4 installed on a drive shaft 3 for door body rotational work in a working device room 15 provided on a channel side part.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【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 undulating gate which is installed for both tide prevention and water storage across a river such as a tidal section.

【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 In a river in a tidal section, a floating type undulating gate has been installed across a river in order to prevent the tide from running up automatically and without power. The gate automatically rises due to the buoyancy or water pressure acting on the door body as the water level on the downstream side rises, thereby preventing downstream water from entering the upstream side. In addition, a hydraulic cylinder device or 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, living water, etc. on the upstream side of the gate by arbitrarily erecting the door is added. Have been used.

【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。
[0005] In the conventional technology,
The raising operation of the door body due to the rise of the water level on the downstream side and the raising 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 risen due to the rise of the downstream water level has a mechanism that falls down at the same time as the fall of the downstream water level. A separate operation is required to raise the door for the purpose of storing water. In addition, since hydraulic cylinders and wire-winding switchgears have no relation to the buoyancy acting on the door body, the downstream water level remains constant even when the river rises and the upstream water flows downstream. If there is, the door body will float in the water, and dust and the like that have flowed down the river may become entangled with the door body, which may hinder the smooth flow 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。
FIGS. 12 to 15 show general views of a conventional floating type undulating gate. 35 is a floating door, 36 is a hydraulic cylinder (plunger type), 37 is a side door fitting, 38
Is a support, 39 is an upper limit stopper, and 40 is a hydraulic operating device. FIG. 12 shows a state of standing up due to the water level on the downstream side. Since the door and the hydraulic cylinder are not connected, the door can be freely raised by 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 due to the lowering of the water level on the downstream side, and the door body has fallen down. FIG. 14 shows a state where the hydraulic operating device is operated, the hydraulic cylinder is extended, and the gate is erected to store river water on the upstream side. FIG. 15 shows a state where the door body is floating in the water due to the upstream and downstream water level balance. Even if the upstream water level rises, if there is a certain water level on the downstream side, the gate will not completely fall down and float in the middle standing state due to fluctuations in the upstream and downstream water levels. This condition impedes the downflow section during river flooding. In addition, the flow of garbage and the like becomes entangled with 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 non-poweredly rising when the downstream water level rises and maintaining the rising state without any operation.
It is an object of the present invention to provide an automatically operable undulating gate that does not obstruct the cross section of the river by forcibly causing the door body to fall 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。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, an automatically operated undulating gate according to the present invention is installed across a river, such as a tidal section, and is generated at a door body as the water level on the downstream side rises. The buoyancy of the gate is used to raise the gate to prevent the water downstream of the gate, such as the rising of the tide, from entering the upstream side, and
A double rod type hydraulic cylinder is mounted on a torque arm mounted on a drive shaft for door body rotation operation in an operating device room provided on the water channel side, and a non-return valve so that operation only in the normal upright direction can be freely performed. By setting up the hydraulic circuit having the above, the raising operation of the door body due to the rise of the water level on the downstream side can be freely performed, and the water can be stored on the upstream side while maintaining the standing state. In the check valve of the hydraulic circuit, when the downstream water level is equal to or higher than a predetermined level,
Alternatively, means may be provided for operating at a pre-programmed time to open the door in the upright state to the inclined state. Further, the hydraulic circuit may be provided with a means for opening the door in a tilted state by operating the door body by a manual operation.

【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。
DESCRIPTION OF THE PREFERRED EMBODIMENTS According to the present invention, a torque arm attached to a drive shaft for rotating and driving a floating type door is provided in an operating device room provided on a side of a water channel. Attach and install a hydraulic cylinder. The hydraulic cylinder is mounted on a trunnion-type, solid base. This double rod type hydraulic cylinder is made equal in the front and rear rod diameters, so that the amount of oil discharged and the amount of oil supplied by the expansion and contraction of the rod are equal, and the hydraulic circuit connected to the hydraulic cylinder is arbitrarily equipped with a hydraulic cylinder In order to allow the hydraulic cylinder to operate freely only in the direction in which the door body stands,
Provide a circuit that connects the front and rear circuits of the hydraulic cylinder with a one-way control valve. With this mechanism, it is possible to automatically and non-poweredly rise when the water level on the downstream side rises, and to have the function of maintaining the standing state without any operation, and at the same time, it is possible to perform any standing and falling operation. When the river rises, the door can be forcibly lowered on the riverbed to provide an automatically operated undulating gate which does not obstruct the cross section of the river.

【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。
Embodiments of the present invention will be described below. FIG.
And FIG. 2 is a schematic diagram of the automatic operation undulating gate of the present invention. 1A is a cross-sectional view of a water channel side, FIG. 1B is a cross-sectional view of an operation device chamber, FIG. 2A is a front view of a water channel portion viewed from a downstream side, and FIG. FIG. In these figures, 1 is a floating undulating door, 2 is a support, 3
Is a drive shaft, 4 is a torque arm, 5 is a bearing hardware, 6 is a double rod hydraulic cylinder, 7 is a rod end hardware, 8 is a trunnion hydraulic cylinder mount, 9 is a side door hardware, 10
Is a bottom metal part, 11 is a side watertight rubber, 12 is a bottom watertight rubber, 13 is a drive shaft part watertight device, 14 is a standing upper limit stopper, 15 is an operating device room, 16 is a hydraulic operating device, 17 is an automatic overturn device, 18 Denotes a water pipe, and 19 denotes a water pipe 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 three-position, four-direction control valve operated by an operation lever, and 2
3 is a 2-port 2-position switching valve also operated by an operation 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 the upstream water level). ), 28 are relief valves, 29
Denotes a pressure gauge, 30 denotes a stop valve, 31 denotes a line filter, and 32 denotes a strainer. Float device 2
The automatic overturning device 17 shown in FIG.
And a mechanism for opening the manual switching check valve 26 when the float 27 rises.

【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 is a circuit diagram when the door 1 automatically rises according to the downstream water level. At this time, the direction control valve 22
Is in a neutral state, and the switching valve 23 is open. Since the force acts in the direction in which the hydraulic cylinder is extended by the upright rotation of the door 1, the hydraulic oil in the hydraulic cylinder a is discharged and supplied to the hydraulic cylinder b through the line (A). As a result, the piston rod of the hydraulic cylinder can freely extend. However, in this circuit, since the hydraulic oil in the chamber b cannot be discharged by the check valves 24 and 26, it cannot operate in the contraction direction. Therefore, even if the downstream water level falls and buoyancy or water pressure disappears, the door 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 is a circuit diagram when the gate automatically falls due to the rise of the upstream water level. When the upstream water level rises, the float 27 rises and opens the check valve 26. Since a force is applied to the hydraulic cylinder in the contracting direction by the torque arm, the hydraulic oil in the hydraulic cylinder b chamber is discharged through the line (a) (circuit of the check valve 26), and C) Hydraulic oil is supplied through the line. With this circuit, the gate falls down until the upstream water level falls and the check valve 26 is closed by the float 27 or the torque arm acting force is lost due to the water pressure balance by 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 is a circuit diagram when the gate is forcibly lowered. The switching valve 23 is closed, and the directional control valve 22 is operated to supply the hydraulic oil to the hydraulic cylinder a chamber through the hydraulic pump 21 through the line (d), and at the same time, the hydraulic oil in the hydraulic cylinder b chamber is supplied through the line (e). Tank 2
Return to 0, forcibly shrink the hydraulic cylinder and make the gate fall down. FIG. 6 (b) shows a reverse operation circuit of FIG. 6 (a), in which the directional control valve 22 is operated in the opposite direction to that of FIG. Hydraulic cylinder a through the (g) line
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 erecting operation of the gate and the operation of holding the erecting operation. FIG. 7 shows a state where the gate is lying down. FIG. 8 shows a state in which the downstream water level rises, buoyancy is generated in the door body, and the gate is standing. The hydraulic circuit at this time is the hydraulic circuit shown in FIG. 4, and the buoyancy and the water pressure act on the gate as the rotational moment rises due to the rise of the water level on the downstream side, and the hydraulic circuit rises automatically. FIG. 9 shows a state in which the gate has been completely raised. The upright stopper prevents the door 1 from rotating any further. FIG. 10 shows a state in which river water is stored 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 does not allow the hydraulic cylinder to shrink even when the downstream water level drops, so that the gate does not fall down and remains upright.

【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 an operation state of the automatic fall and forced fall of the gate. 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 passing through the water guide pipe 18 causes the float 27 to float, thereby opening the check valve 26, and the gate automatically falls down as shown in the hydraulic circuit shown in FIG. FIG. 11B shows a state in which the gate cannot be completely laid down due to the water pressure balance between the upstream and downstream water levels while the hydraulic circuit is in the laid state shown in FIG. In this state, the door obstructs the cross section of the drainage of the river, and there is a danger that the drainage and the like may become entangled with the door, impeding the smooth drainage function of the river. Therefore, as shown in FIG.
Using the hydraulic circuit shown in (a), the door body is forced to fall on the riverbed. It should be noted that the automatic opening and closing of the gate can be performed in accordance with a preprogrammed time such as high tide or 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 has the function of automatically and unpowered standing, and has the function of maintaining the standing state without any operation, It is possible to provide an automatically operated undulating gate that does not obstruct the cross section of the river by forcibly causing the door to fall on the riverbed by an arbitrary operation.

【図面の簡単な説明】[Brief description of the drawings]

【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。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a schematic view of an automatic operation undulating gate according to the present invention, wherein FIG. 1 (a) is a sectional view of a water channel side, and FIG.

【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 as 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 the 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 the 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 the 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 the 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 view showing an automatic standing and standing 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 view showing an automatic standing and standing holding 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 diagram showing an automatic standing and standing 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 view showing an automatic standing and standing 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 view showing an operation state of the automatic fall and the forced fall of the gate.

【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 diagram 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】[Explanation of symbols]

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
1 Floating undulating door, 2 Support, 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 hardware, 10 bottom hardware,
11 side watertight rubber, 12 bottom watertight rubber, 13 drive shaft part watertight device, 14 standing upper limit stopper, 15 actuator room, 16 hydraulic operating device, 17 automatic overturning device, 1
8 water pipe, 19 water pipe screen, 20 oil tank, 21 oil pump, 223 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 valve, 31 line filter, 32 strainer

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 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、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。
Claims: 1. installed across a river such as a tidal section;
The gate is raised using the buoyancy generated in the door body with the rise of the water level on the downstream side to prevent the water downstream of the gate from entering the upstream side, such as the rising of the tide, and use a separate hydraulic cylinder, etc. In a floating type up-and-down gate facility installed for the purpose of retaining the standing state and storing upstream water, a torque arm attached to a drive shaft for door body rotation operation in an operating device room provided on a side of a water channel. By installing a two-rod hydraulic cylinder and setting a hydraulic circuit with a check valve so that only the operation in the normal rising direction can be freely performed, the rising operation of the door body due to the rise of the downstream water level can be freely performed. Automatically operated up-and-down gates that can store water upstream while maintaining the standing state.
【請求項2】 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. The non-return valve of the hydraulic circuit, which operates when the downstream water level becomes higher than a predetermined level or at a pre-programmed time to open the door in an upright state to an inclined state. 2. The gate according to claim 1, further comprising means.
【請求項3】 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 gate according to claim 1, wherein the hydraulic circuit is provided with a means for opening the door in an inclined state by manually operating the door.
JP21309198A 1998-07-28 1998-07-28 Automatically undulating gate Expired - Lifetime JP3463980B2 (en)

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 true JP2000045254A (en) 2000-02-15
JP3463980B2 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)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100845142B1 (en) 2008-04-22 2008-07-10 보은군 Gravity type automatic floodgate without energy supply
KR100926134B1 (en) 2009-06-08 2009-11-11 (주) 삼보하이드로테크 Auto electric control system for floodgate using float
JP2016151163A (en) * 2015-02-19 2016-08-22 日立造船株式会社 Gate on river for inhibiting running up of tsunami waves
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

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100845142B1 (en) 2008-04-22 2008-07-10 보은군 Gravity type automatic floodgate without energy supply
KR100926134B1 (en) 2009-06-08 2009-11-11 (주) 삼보하이드로테크 Auto electric control system for floodgate using float
JP2016151163A (en) * 2015-02-19 2016-08-22 日立造船株式会社 Gate on river for inhibiting running up of tsunami waves
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

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