JPH073754A - Fishway gate - Google Patents

Fishway gate

Info

Publication number
JPH073754A
JPH073754A JP18432193A JP18432193A JPH073754A JP H073754 A JPH073754 A JP H073754A JP 18432193 A JP18432193 A JP 18432193A JP 18432193 A JP18432193 A JP 18432193A JP H073754 A JPH073754 A JP H073754A
Authority
JP
Japan
Prior art keywords
gate
float
fishway
main body
upstream
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.)
Pending
Application number
JP18432193A
Other languages
Japanese (ja)
Inventor
Tetsuo Narumi
哲郎 成実
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.)
Marsima Aqua System Corp
Original Assignee
Marsima Aqua System Corp
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 Marsima Aqua System Corp filed Critical Marsima Aqua System Corp
Priority to JP18432193A priority Critical patent/JPH073754A/en
Publication of JPH073754A publication Critical patent/JPH073754A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To simplify the structure of a fishway gate, to eliminate the need for motive power, to simplify civil engineering work, to reduce the construction cost of the gate, and to simplify maintenance and control of the gate. CONSTITUTION:In a fishway gate having an overflow type gate main body 10 suited for the going upstream of fishes and provided upstream of a plurality of bulkheads 3 in such a manner as to freely rise and fall, the bulkheads 3 being provided on the bottom portion 2 of a water channel 1 at intervals along the direction of water flow, a float 11 is integrally and rigidly connected to the gate main body 10. The float 11 is passed through guide poles 7, 8 erected on the channel bottom portion 2 and is supported in such a manner as to freely make vertical motion, and the gate main body 10 and the float 11 are automatically raised and lowered following fluctuations in upstream water level.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は,ダム・河川・水路等に
設けられ,水面間の魚類が上流側に遡上できるようにす
る魚道ゲートに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fishway gate which is provided in a dam, a river, a waterway or the like and allows fish between water surfaces to run upstream.

【0002】[0002]

【従来の技術】一般に,河川・水路等に水門扉を設けて
上流水をせき止める場合,魚類が川上へ遡上するのを助
けるために,水路底に所定の間隔で低い区画壁を設ける
と共に,該区画壁の上流側に近接して起伏ゲートを設け
た魚道が構築されている。従来,水位変動の大きな魚道
にあっては,全般的に大掛りなゲート設備と,各起伏ゲ
ートを連動して起伏させる駆動装置を備えている(例え
ば実公昭60−32196号公報参照)。
2. Description of the Related Art Generally, when a water gate is installed in a river or waterway to stop upstream water, a low partition wall is provided at a predetermined interval at the bottom of the waterway in order to help fish ascend upstream. A fishway with an undulating gate is constructed near the upstream side of the partition wall. Conventionally, fishways with large fluctuations in water level are generally equipped with a large-scale gate facility and a drive device that interlocks each undulating gate (see, for example, Japanese Utility Model Publication No. 60-32196).

【0003】[0003]

【発明が解決しようとする課題】ところで,上記従来技
術では,各起伏ゲートを連動的に水位に追従して起伏さ
せる油圧シリンダ等の駆動装置及び水位検出・制御手段
が不可欠であるという問題があった。本発明は,上述の
ような実状に鑑みてなされたものであって,その目的と
するところは,油圧シリンダ等の駆動装置及び水位検出
・制御手段が不要で,構造が簡単で土木工事が容易でし
かも保守管理が容易であり,建設費の低減を図りうる魚
道ゲートを提供するにある。
However, in the above-mentioned prior art, there is a problem that a driving device such as a hydraulic cylinder and the water level detection / control means for interlocking each undulating gate to undulate by following the water level are indispensable. It was The present invention has been made in view of the above circumstances, and an object thereof is to eliminate the need for a drive device such as a hydraulic cylinder and a water level detection / control means, which has a simple structure and facilitates civil engineering work. Moreover, there is a need to provide a fishway gate that is easy to maintain and can reduce construction costs.

【0004】[0004]

【課題を解決するための手段】本発明では,上記目的を
達成するために,次の技術的手段を講じた。即ち,本発
明は,水路等の底部に水流方向に任意の間隔で設けられ
た複数の隔壁の上流側に,魚類の遡上に適した越流式ゲ
ート本体を昇降自在に設けた魚道ゲートであって,前記
ゲート本体にフロートを一体的に連結し,前記フロート
又はゲート本体を水路等の底部に立設したガイド支柱に
上下動自在に支持し,フロート及びゲート本体が水位の
変動に追従して自動的に昇降するように構成した点に特
徴がある。
In order to achieve the above object, the present invention takes the following technical means. That is, the present invention is a fishway gate in which a overflow gate main body suitable for fish run-up is provided on the upstream side of a plurality of partition walls provided at arbitrary intervals in the water flow direction at the bottom of a waterway etc. There is a float integrally connected to the gate main body, and the float or gate main body is supported by a guide column standing upright at the bottom of a waterway or the like so that it can move up and down, and the float and gate main body follow the fluctuation of the water level. The feature is that it is configured to automatically move up and down.

【0005】また,本発明は,前記ガイド支柱を水路幅
方向中央部に上下流方向に2本立設し,水路幅方向中央
に非越流フロートを設け,該フロートにガイド支柱を貫
通すると共に,該フロートをガイドローラを介して前記
ガイド支柱に支持・案内させるようにしたことを特徴と
している。
Further, according to the present invention, two guide struts are erected in the upstream and downstream directions at the center of the waterway width direction, a non-overflow float is provided at the center of the waterway width direction, and the guide pierces pass through the float. It is characterized in that the float is supported and guided by the guide column via a guide roller.

【0006】[0006]

【作用】本発明によれば,ゲート本体は,水位変動に追
従しガイド支柱を案内として昇降するフロートの浮力に
より駆動されて昇降し,水位に追従して上流水がゲート
本体天端を越流し,所定の越流水深が確保され,魚類の
遡上が容易になる。
According to the present invention, the gate main body is driven by the buoyant force of the float that follows the fluctuation of the water level and moves up and down with the guide strut as a guide, and moves up and down, and the upstream water overflows the top of the gate main body following the water level. , A certain overflow water depth is secured, which facilitates fish run-up.

【0007】[0007]

【実施例】以下本発明の実施例を図面に基づき説明す
る。図面において,(1)は魚道水路で,その路底
(2)が略平坦状で,隔壁(3)が水流方向に所定の間
隔で複数設けられ,下流側端の隔壁(3)の下流側に
は,任意の間隔をもって固定堰(4)が設けられてい
る。そして,前記各隔壁(3)は鋼製又はコンクリート
製で同じ高さとされ,固定堰(4)は隔壁(3)よりも
相当高くされている。
Embodiments of the present invention will be described below with reference to the drawings. In the drawing, (1) is a fishway channel, its channel bottom (2) is substantially flat, and a plurality of partition walls (3) are provided at predetermined intervals in the water flow direction, and the downstream side of the downstream partition wall (3). Fixed weirs (4) are provided at arbitrary intervals. The partition walls (3) are made of steel or concrete and have the same height, and the fixed dam (4) is considerably higher than the partition wall (3).

【0008】また,隔壁(3)及び固定堰(4)の下部
には,夫々潜孔(5),(6)を設けて,水路底(2)
に沿って遡上する魚類が容易に遡上できるようにしてあ
る。前記各隔壁(3)の上流側水路底(2)には,水路
幅方向中央にガイド支柱(7),(8)が,流水方向に
所定の間隔で立設されている。なお,該支柱(7),
(8)はステンレス鋼製等の管からなり,相当高くされ
ている。なお,(9)は支柱ベースプレートである。
In addition, submerged holes (5) and (6) are provided in the lower portions of the partition wall (3) and the fixed weir (4), respectively, and the water channel bottom (2)
It is designed so that fish that go up along the line can easily go up. Guide struts (7) and (8) are erected at predetermined intervals in the running water direction at the center of the water channel width direction at the upstream side water channel bottom (2) of each partition wall (3). The pillar (7),
(8) is a tube made of stainless steel or the like and is considerably elevated. In addition, (9) is a column base plate.

【0009】(10)は魚類の遡上に適した越流式ゲー
ト本体で,中空状に形成されると共に,該ゲート本体
(10)の水路幅方向中央部には,上方及び上流側に延
出するフロート(11)が一体的に連結(剛結)され,
該フロート(11)は非越流部とされと共に,前記ガイ
ド支柱(7),(8)に対応して該支柱(7),(8)
が遊嵌状に貫通する支柱挿通筒(12),(13)が上
下方向に固着されている。
(10) is an overflow type gate body suitable for fish run-up, and is formed in a hollow shape, and extends upward and upstream in the central portion of the gate body (10) in the waterway width direction. The floating float (11) is integrally connected (rigid),
The float (11) is a non-overflow part, and the columns (7) and (8) are provided corresponding to the guide columns (7) and (8).
Strut insertion cylinders (12) and (13) penetrating in a loose fitting manner are fixed in the vertical direction.

【0010】そして,前記フロート(11)の上下面に
は,支柱挿通筒(12),(13)の周囲にガイドロー
ラ(14),(15),(16),(17)が水平軸廻
りに回動自在に取付けられ,該ガイドローラ(14)〜
(17)を介してフロート(11)を各支柱(7),
(8)に支持させると共に上下案内させるようになって
いる。なお,前記ゲート本体(10)の下流側面と隔壁
(3)の上流側上端部,ゲート本体(10)と水路側壁
(1A)との夫々の水密は,図示していないが,従来一
般に採用されている止水板と水密ゴムにより行なう。
On the upper and lower surfaces of the float (11), guide rollers (14), (15), (16), and (17) are provided around the horizontal shaft around the pillar insertion tubes (12) and (13). Is rotatably attached to the guide roller (14)-
The float (11) is connected to each strut (7) through (17),
(8) is supported and guided vertically. Although the watertightness of the downstream side surface of the gate body (10), the upper end of the partition wall (3) on the upstream side, and the gate body (10) and the water channel side wall (1A) are not shown, they are generally adopted conventionally. It is done with a water stop plate and a watertight rubber.

【0011】前記フロート(11)とゲート本体(1
0)の重量は,ゲート本体(10)及びフロート(1
1)の水没部分の浮力によりバランスさせ,フロート
(11)の水面より上の部分は,ゲート上昇時のガイド
ローラ抵抗及び水密ゴム抵抗に対抗して駆動力を発揮す
る駆動フロートとなるように設計されており,越流水深
の微調整は,バラストにより行なうようになっている。
The float (11) and the gate body (1
0) is the weight of the gate body (10) and the float (1)
Balanced by the buoyancy of the submerged part of 1), the part above the water surface of the float (11) is designed to be a drive float that exerts a driving force against the guide roller resistance and the watertight rubber resistance when the gate is raised. Fine adjustment of overflow water depth is performed by ballast.

【0012】上記実施例によれば,ゲート本体(10)
及びフロート(11)は,その浮力によってバランスが
保たれて所定の越流水深が確保され,上流側の水位の変
動に追従して無動力で昇降し,越流水深が自動的に一定
に保持され,しかも,フロート(11)はガイド支柱
(7),(8)に支持されると共に案内され,振れが防
止されて円滑な昇降動作が行なわれる。したがって,動
力が不要となるぱかりでなく,水位検出及び制御手段が
不要である。
According to the above embodiment, the gate body (10)
And the float (11) is kept in balance by its buoyancy and a certain overflow water depth is secured, it follows the fluctuation of the water level on the upstream side and moves up and down without power, and the overflow water depth is automatically kept constant. In addition, the float (11) is supported and guided by the guide columns (7) and (8) to prevent the runout and to perform a smooth lifting operation. Therefore, no power is needed and no water level detection and control means are required.

【0013】図4は,本発明の他の実施の要部を示し,
前記実施例と異なるところは,魚道水路(1)の路底
(2)が階段状になっている点であり,各隔壁(3)の
上流側路底(2)からの高さは同じである。該実施例に
おいても前記実施例と同じ作用効果が期待できる。
FIG. 4 shows an essential part of another embodiment of the present invention.
The difference from the above embodiment is that the bottom (2) of the fishway channel (1) has a stepped shape, and the height of each partition (3) from the upstream side bottom (2) is the same. is there. In this embodiment, the same effect as the above embodiment can be expected.

【0014】本発明は,上記実施例の他に,ゲート本体
を水路幅方向の中央に配し,その両端に夫々フロートを
連結一体化し,フロートを貫通するガイド支柱は水路側
壁側に立設することができる。なお,この場合ゲート本
体は板状とすることができる。本発明は,上記実施例に
限定されるものではなく,適宜設計変更でき,例えば,
ゲート本体の両端を水路側壁に支持・案内させることが
でき,また,ガイド支柱は角柱或いは型鋼材を採用する
ことができ,さらに,前記実施例において中央のフロー
トの左右両側に位置するゲート本体の天端高さを異にし
て,越流水深を左右で異にすることができる。
In the present invention, in addition to the above embodiment, the gate main body is arranged at the center in the waterway width direction, the floats are connected and integrated at both ends thereof, and the guide columns penetrating the float are erected on the waterway side wall side. be able to. In this case, the gate body may be plate-shaped. The present invention is not limited to the above-mentioned embodiment, and the design can be changed as appropriate.
Both ends of the gate main body can be supported and guided by the side wall of the water channel, and the guide columns can adopt prisms or shaped steel materials. Furthermore, in the above-mentioned embodiment, the gate main body located on both left and right sides of the center float is used. The height of the crown can be made different, and the overflow water depth can be made different on the left and right.

【0015】[0015]

【発明の効果】本発明は,上述のように,水路等の底部
に水流方向に任意の間隔で設けられた複数の隔壁の上流
側に,魚類の遡上に適した越流式ゲート本体を昇降自在
に設けた魚道ゲートであって,前記ゲート本体にフロー
トを一体的に連結し,前記フロート又はゲート本体を水
路等の底部に立設したガイド支柱に上下動自在に支持
し,フロート及びゲート本体が水位の変動に追従して自
動的に昇降するように構成したので,構造が至極簡単で
しかも土木工事が簡単であり,水位検出・制御手段はも
とより油圧シリンダ等の駆動装置及びその動力が不要
で,建設費を大幅に低減できると共に,設置場所に制約
を受けることがなく,保守管理が容易であるほか,水路
側壁を切り欠くことのできない場所に最適である。
As described above, according to the present invention, an overflow gate body suitable for fish run-up is provided upstream of a plurality of partition walls provided at arbitrary intervals in the water flow direction at the bottom of a water channel or the like. A fishway gate provided to be movable up and down, wherein a float is integrally connected to the gate main body, and the float or gate main body is movably supported vertically on a guide strut standing on the bottom of a waterway or the like. Since the main body is configured to automatically move up and down in response to fluctuations in water level, the structure is extremely simple and civil engineering work is simple. In addition to water level detection / control means, not only the hydraulic cylinder drive device and its power It is unnecessary, construction cost can be reduced significantly, installation location is not restricted, maintenance is easy, and it is ideal for locations where the side wall of the waterway cannot be cut out.

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

【図1】本発明の実施例を示す平面図である。FIG. 1 is a plan view showing an embodiment of the present invention.

【図2】同実施例の要部拡大平面図である。FIG. 2 is an enlarged plan view of an essential part of the embodiment.

【図3】図2のA−A線に沿う断面図である。3 is a sectional view taken along the line AA of FIG.

【図4】本発明の他の実施例の要部を示す断面図であ
る。
FIG. 4 is a cross-sectional view showing the main parts of another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 魚道水路 2 水路底 3 隔壁 7 ガイド支柱 8 ガイド支柱 11 フロート 14〜17 ガイドローラ 1 Fishway Waterway 2 Waterway Bottom 3 Bulkhead 7 Guide Strut 8 Guide Strut 11 Float 14-17 Guide Roller

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 水路等の底部に水流方向に任意の間隔で
設けられた複数の隔壁の上流側に,魚類の遡上に適した
越流式ゲート本体を昇降自在に設けた魚道ゲートであっ
て,前記ゲート本体にフロートを一体的に連結し,前記
フロート又はゲート本体を水路等の底部に立設したガイ
ド支柱に上下動自在に支持し,フロート及びゲート本体
が水位の変動に追従して自動的に昇降するようにしたこ
とを特徴とする魚道ゲート。
1. A fishway gate in which a overflow gate main body suitable for fish run-up is provided on the upstream side of a plurality of partition walls provided at arbitrary intervals in the water flow direction at the bottom of a waterway etc. A float is integrally connected to the gate body, and the float or the gate body is vertically movably supported by a guide strut standing on the bottom of a waterway or the like, and the float and the gate body follow the fluctuation of the water level. A fishway gate characterized by being automatically raised and lowered.
【請求項2】 前記ガイド支柱を水路幅中央部に上下流
方向に2本立設し,水路幅方向中央に設けた非越流フロ
ートを上下方向に貫通すると共に,該フロートをガイド
ローラを介して前記ガイド支柱に支持・案内させるよう
にしたことを特徴とする請求項1の魚道ゲート。
2. The two guide struts are provided upright in the upstream and downstream directions in the central part of the water channel, and vertically penetrate a non-overflow float provided in the center of the water channel width direction, and the floats are guided by guide rollers. The fishway gate according to claim 1, wherein the guide pillar is supported and guided.
JP18432193A 1993-06-17 1993-06-17 Fishway gate Pending JPH073754A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18432193A JPH073754A (en) 1993-06-17 1993-06-17 Fishway gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18432193A JPH073754A (en) 1993-06-17 1993-06-17 Fishway gate

Publications (1)

Publication Number Publication Date
JPH073754A true JPH073754A (en) 1995-01-06

Family

ID=16151291

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18432193A Pending JPH073754A (en) 1993-06-17 1993-06-17 Fishway gate

Country Status (1)

Country Link
JP (1) JPH073754A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105862687A (en) * 2016-06-21 2016-08-17 中国水利水电科学研究院 Spoiler pipeline type fish way and design method
US9522116B2 (en) 2006-03-13 2016-12-20 Oleg Iliich Epshtein Solid oral form of a medicinal preparation and a method for the production thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9522116B2 (en) 2006-03-13 2016-12-20 Oleg Iliich Epshtein Solid oral form of a medicinal preparation and a method for the production thereof
CN105862687A (en) * 2016-06-21 2016-08-17 中国水利水电科学研究院 Spoiler pipeline type fish way and design method

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