JPH0881945A - Denier type fabricated fishway - Google Patents

Denier type fabricated fishway

Info

Publication number
JPH0881945A
JPH0881945A JP24192194A JP24192194A JPH0881945A JP H0881945 A JPH0881945 A JP H0881945A JP 24192194 A JP24192194 A JP 24192194A JP 24192194 A JP24192194 A JP 24192194A JP H0881945 A JPH0881945 A JP H0881945A
Authority
JP
Japan
Prior art keywords
shaped body
baffle plate
fishway
bent
sides
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
JP24192194A
Other languages
Japanese (ja)
Inventor
Hideo Kawahara
英雄 河原
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.)
Hokoku Kogyo Co Ltd
Original Assignee
Hokoku Kogyo 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 Hokoku Kogyo Co Ltd filed Critical Hokoku Kogyo Co Ltd
Priority to JP24192194A priority Critical patent/JPH0881945A/en
Publication of JPH0881945A publication Critical patent/JPH0881945A/en
Pending legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)

Abstract

PURPOSE: To improve efficiency in execution of work by a method wherein a U-shaped body is formed of a baffle plate and side walls extending in bending from both sides of the baffle plate, and another U-shaped body is attached at its free ends on the side walls to the baffle plate of the U-shaped body and fixed with bolts and nuts. CONSTITUTION: A plurality of U-shaped bodies 1 are arranged with their baffle plates 2 tilted toward the downstream side. Then, bent parts 4 of one U-shaped body 1 are butted against both of vertical sides on the baffle plate 2 of another U-shaped body 1 and connected with bolts and nuts 7 through bolt holes 6. Then, a waterway structural body 10 is placed on a concrete foundation in a ditch for a fishway constructing part. Then, concrete is placed, or covering with soil is made, to both sides of the structural body 10. In the case where a curved fishway is constructed, spacers are interposed to each of one sides on the connecting parts, and the U-shaped bodies 1 are connected with one another in biased positions. Thereby, transportation and fabrication become easy without the need for welding works while being easily constructible in curved structure, and component parts can be standardized, being available for supply at low cost.

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、阻流板を適宜間隔で配
列したデニ−ル式組立魚道に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a denier type assembled fishway in which baffles are arranged at appropriate intervals.

【0002】[0002]

【従来技術】デニ−ル式魚道に関しては、(財)ダム水
源地環境整備センタ−が編集した「魚道の設計(北海
道)」314頁以降に紹介されている。この文献による
と、デニ−ル式魚道は、図8に示すように、U字状の水
路20中に多数の阻流板22が適宜間隔毎に配列されて
おり、水路の所々にはプ−ルをつけたスイッチバック2
3が設けられて水路は複数に折れ曲がって形成されてい
る。 阻流板22は、その中央に水の流れる上方に開放
された流口24が穿設された略U字形をしている。ま
た、阻流板2は略U字形のものばかりではなく、中央に
穴が穿設された略ロ字形をしたものもある。全ての阻流
板2は、水路中に水の流れる方向に傾斜して設けるか、
または直交した状態で取り付けられる。阻流板2は25
0〜300mm程度の間隔で取り付けられるので構造強
度、耐久性、施工などの条件から主に鋼板を使用する場
合が多い。阻流板22を水路中に固定する方法として、
図9に示すように、水路20中の対向する側壁20Aに
適宜間隔に多数の縦溝20Bを設け、各縦溝20Bに阻
流板22を挿入することにより固定するか、または、図
10に示すように、阻流板22と水路20の側壁とを溶
接により固定している。
2. Description of the Related Art A denier type fishway is introduced in "Design of a fishway (Hokkaido)", page 314 and subsequent pages edited by the dam water source environment maintenance center. According to this document, in the denier type fishway, as shown in FIG. 8, a large number of baffle plates 22 are arranged at appropriate intervals in a U-shaped waterway 20, and there are plugs at various places in the waterway. Switchback 2
3 is provided and the water channel is formed by being bent in plural. The baffle plate 22 has a substantially U-shape in which a flow port 24 that is opened upward is formed in the center of the baffle plate 22. Further, the baffle plate 2 is not limited to a substantially U-shaped one, but may be a substantially b-shaped one having a hole formed in the center. All baffles 2 should be installed in the waterway inclined in the direction of water flow,
Alternatively, they can be mounted in an orthogonal state. Baffle 2 is 25
Since they are attached at intervals of about 0 to 300 mm, steel plates are often used mainly due to conditions such as structural strength, durability, and construction. As a method of fixing the baffle plate 22 in the waterway,
As shown in FIG. 9, a large number of vertical grooves 20B are provided at appropriate intervals on opposing side walls 20A in the water channel 20, and fixed by inserting a baffle plate 22 into each vertical groove 20B, or as shown in FIG. As shown, the baffle plate 22 and the side wall of the water channel 20 are fixed by welding.

【0003】[0003]

【発明が解決しようとする課題】従来のデニ−ル式魚道
にあっては、側壁と阻流板とが一体化した水路構造体を
工場で運搬できる大きさと重さに分割して製作する必要
があった。阻流板を差し込む場合も、阻流板を直接側壁
に溶接する場合と同様に溶接を必要とするので、両者と
も分割できる程度は同じである。魚道の水路を他の構造
物の関係で屈曲あるいは湾曲させる場合は阻流板が20
0〜300mm間隔で配置されるので水路構造体の屈曲
部の製作は極めて煩雑な作業となる。
In the conventional denier type fishway, it is necessary to manufacture the waterway structure in which the side wall and the baffle plate are integrated by dividing the waterway structure into a size and a weight that can be transported in a factory. was there. Even when the baffle plate is inserted, since welding is required as in the case where the baffle plate is directly welded to the side wall, both can be divided to the same extent. If the waterway of the fishway is to be bent or curved due to other structures, the baffle plate should be 20.
Since they are arranged at an interval of 0 to 300 mm, the production of the bent portion of the water channel structure is extremely complicated work.

【0004】本発明にあっては、工場から現地まで運搬
する大きさと重さを任意に設定することができ、かつ専
門的な技術を必要とする溶接を必要としない構造とした
デニ−ル式組立魚道を提供するものであり、更には、水
路の屈曲部を簡単に製作、施工することのできるデニ−
ル式組立魚道を提供するものである。
According to the present invention, the size and weight for carrying from the factory to the site can be arbitrarily set, and a denier type structure having a structure that does not require welding requiring specialized technology. The purpose of the present invention is to provide an assembled fishway, and furthermore, a denier that can easily manufacture and construct a bent portion of a waterway.
It provides a le-assembled fish path.

【0005】[0005]

【課題を解決するための手段】本発明は、上記目的を達
成するために、阻流板とその両側部から夫々屈曲延出し
た側壁部とによりコ字状体を形成し、一つのコ字状体の
前記側壁部の自由端縁を他のコ字状体の前記阻流板また
はその近傍にボルト、ナットにより固定することにより
複数のコ字状体を連続して接続したことを特徴とする構
成としたものである。
In order to achieve the above object, the present invention forms a U-shaped body by a baffle plate and side walls bent and extended from both sides of the baffle plate. A plurality of U-shaped bodies are continuously connected by fixing a free end edge of the side wall portion of the U-shaped body to the baffle plate of another U-shaped body or the vicinity thereof by bolts and nuts. It is configured to do.

【0006】また、請求項2に記載の発明は、前記コ字
状体の前記側壁部の自由端縁を内側に屈曲し、屈曲した
部位を前記阻流板上に接続したことを特徴とする構成と
したものである。
The invention according to claim 2 is characterized in that the free end edge of the side wall portion of the U-shaped body is bent inward, and the bent portion is connected to the baffle plate. It is configured.

【0007】また、請求項3に記載の発明は、前記コ字
状体の前記側壁部の自由端縁を内側に屈曲し、屈曲した
部位を前記阻流板の両側上に夫々接続するとき、一側に
スペ−サ−を介挿し、屈曲した魚道を形成したことを特
徴とする構成としたものである。
In the invention according to claim 3, when the free end edge of the side wall portion of the U-shaped body is bent inward and the bent portions are connected to both sides of the baffle plate, respectively, A spacer is inserted on one side to form a bent fish path.

【0008】[0008]

【作用】請求項1に記載の発明では、上記のコ字状体は
そのまま現場に運ぶか、複数個ボルトナットで連結した
状態で現場に運び、現場で更にコ字状体を連接すること
によって、同間隔で阻流板が配置された水路構造体とし
て完成させことが出来る。そして、水路構造体を河川に
構築したダムの側部を通って上流から下流に向かって形
成した溝中に埋め込んで魚道とする。
According to the invention described in claim 1, the U-shaped body is carried to the site as it is, or it is carried to the site while being connected by a plurality of bolts and nuts, and the U-shaped body is further connected at the site. , Can be completed as a water channel structure in which baffles are arranged at equal intervals. Then, the waterway structure is embedded in the groove formed from the upstream side to the downstream side through the side part of the dam constructed in the river to form the fishway.

【0009】請求項2及び3に記載の発明は、上記の作
用のほかに、コ字状体とコ字状体を接続する毎にまたは
適宜範囲のコ字状体の一側にスペ−サ−を介挿してゆけ
ば、水路構造体全体をまたは部分的に湾曲することがで
きる。挿入するスペ−サ−の幅を適宜調整してゆけば、
湾曲度も所望のものが選られる。
In addition to the above-mentioned effects, the invention according to claims 2 and 3 is such that every time the U-shaped bodies are connected to each other or a spacer is provided on one side of the U-shaped bodies in an appropriate range. By inserting the −, it is possible to bend the whole or part of the water channel structure. If you adjust the width of the spacer to be inserted properly,
A desired degree of curvature is also selected.

【0010】[0010]

【実施例】本発明の実施例を図1および2に基づいて以
下に説明する。まず、阻流板2とその両側部2Aから夫
々屈曲延出した側壁部3とによりコ字状体1を形成す
る。この実施例ではコ字状体1の側壁部3の自由端縁3
Aを内側に屈曲して屈曲部4を形成する。
An embodiment of the present invention will be described below with reference to FIGS. First, the U-shaped body 1 is formed by the baffle plate 2 and the side wall portions 3 bent and extended from both side portions 2A of the baffle plate 2. In this embodiment, the free edge 3 of the side wall 3 of the U-shaped body 1
B is bent inward to form a bent portion 4.

【0011】コ字状体1の製作方法としては、鋼板を図
2に示すような形状に打ち抜くと共にその中央矩形部に
有効巾を有する流路5を穿設し、次に、打ち抜いた板を
縦方向に4ケ所Xで内側に90度折曲することによっ
て、阻流板2と、側壁部3と、屈曲部4とが一体となっ
たものが形成されると共に底辺に対して阻流板2が傾斜
したコ字状体1となる。阻流板2の縦両側および屈曲部
4にボルト孔6を縦方向に穿設する。
As a method of manufacturing the U-shaped body 1, a steel plate is punched into a shape as shown in FIG. 2, a flow path 5 having an effective width is bored in a central rectangular portion thereof, and the punched plate is then cut. The baffle plate 2, the side wall part 3, and the bent part 4 are integrally formed by bending inward 90 degrees at four places X in the longitudinal direction, and the baffle plate is formed on the bottom side. 2 becomes the inclined U-shaped body 1. Bolt holes 6 are formed in the longitudinal direction on both sides of the baffle plate 2 and on the bent portion 4.

【0012】このように構成したコ字状体1の複数個
は、阻流板2が下流に向かって傾斜する姿勢を取るよう
に夫々整合させたて、一つのコ字状体1の阻流板2の縦
両側に対し、他のコ字状体1の屈曲部4を衝合して、そ
こに設けたボルト孔6を利用してボルト、ナット7によ
り連結される(図3)。このようにして構成された水路
構造体10は、デニ−ル魚道の構築が望まれるダム近傍
に溝を掘り、その底部に打った平らなコンクリ−ト基礎
の上に載置される。その後に水路構造体10の両側から
コンクリ−トを打つか、覆土して魚道が完成される。
The plurality of U-shaped bodies 1 thus configured are aligned so that the baffle plate 2 is inclined toward the downstream side. The bent portions 4 of the other U-shaped body 1 are abutted against both longitudinal sides of the plate 2 and are connected by bolts and nuts 7 using bolt holes 6 provided therein (FIG. 3). The waterway structure 10 constructed in this manner is placed on a flat concrete foundation struck at the bottom of a trench dug in the vicinity of a dam where construction of a denier fishway is desired. After that, concrete is struck from both sides of the waterway structure 10 and the soil is covered to complete the fishway.

【0013】また、各コ字状体1の連接は側壁3の自由
端に屈曲部4を形成しなくとも、図4に示すように、側
壁3の自由端を平板状態のままにして置き、側壁3の基
部縁および自由端縁に沿ってボルト孔6を穿設したもの
でも良い。この場合、コ字状体1の側壁3の自由端を少
し押し広げて、他のコ字状体1の側壁3の基部縁に重ね
合わせ、夫々のボルト孔6を整合し、この箇所をボルト
ナットで締結し、水路構造体10とする。
Further, as shown in FIG. 4, the U-shaped bodies 1 are connected to each other by leaving the free end of the side wall 3 in a flat plate state without forming the bent portion 4 at the free end of the side wall 3. The bolt holes 6 may be formed along the base edge and the free edge of the side wall 3. In this case, the free end of the side wall 3 of the U-shaped body 1 is slightly widened and overlapped with the base edge of the side wall 3 of the other U-shaped body 1, the respective bolt holes 6 are aligned, and this portion is bolted. Fastened with nuts to form the water channel structure 10.

【0014】図5は、ゴム堰12が設置された河川に本
発明のデニ−ル魚道を設けた例をしめしたもので、図6
は図5A−A線に沿う断面図である。
FIG. 5 shows an example in which the denier fishway of the present invention is provided in a river in which the rubber weir 12 is installed.
FIG. 5A is a sectional view taken along the line AA of FIG.

【0015】図5に示されるように、魚道は折曲または
湾曲した部分が存在するが、この部分では、図7に示す
ように、コ字状体1の一対の側壁部3の屈曲部4を他の
阻流板2の両側上に夫々接続するとき、一側にスペ−サ
−11を介挿すれば、一つのコ字状体1に対し他のコ字
状体1を水平方向に歪んだ状態で連結することができ
る。スペ−サ−11の厚みまたは挿入箇所を適宜変更す
れば水路構造物を所望に屈曲または折曲させることがで
きる。スペ−サ−11としては鋼製、ゴム製、合成樹脂
製の楔形のものが良い。
As shown in FIG. 5, the fishway has a bent or curved portion, and in this portion, as shown in FIG. 7, the bent portions 4 of the pair of side wall portions 3 of the U-shaped body 1. When each of the other baffle plates 2 is connected to both sides of the baffle plate 2, if a spacer 11 is inserted on one side, the other c-shaped body 1 is horizontally aligned with respect to one U-shaped body 1. Can be connected in a distorted state. The channel structure can be bent or bent as desired by appropriately changing the thickness or the insertion position of the spacer 11. The spacer 11 is preferably made of steel, rubber or synthetic resin and has a wedge shape.

【0016】[0016]

【効果】本発明は、上記のような構成からなるものであ
るから、コ字状体とボルトナットを運搬すればよいの
で、一部を組み立てたとしても嵩張らず運搬が容易であ
る。コ字状体は構造が簡単であり、一種類のものを製作
しておけばよいので、安価に供給することができ、在庫
の保管も容易となり、しかも製品の標準化も可能とな
る。コ字状体とボルトナットで組み立てることができる
ので、熟練度の要求される溶接を不要とすることがで
き、作業の迅速化が期待できる。スペ−サ−を利用する
だけで湾曲または折曲したデニ−ル式魚道を容易に構築
することができる。
[Effect] Since the present invention is constructed as described above, it is only necessary to carry the U-shaped body and the bolts and nuts, and even if a part is assembled, it is not bulky and easy to carry. The U-shaped body has a simple structure, and since it is only necessary to manufacture one type, it can be supplied at a low cost, the stock can be easily stored, and the product can be standardized. Since it can be assembled with a U-shaped body and bolts and nuts, welding, which requires a high degree of skill, can be dispensed with, and speeding up of the work can be expected. A curved or bent denier type fishway can be easily constructed simply by using a spacer.

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

【図1】本発明を構成するコ字状体の斜視図である。FIG. 1 is a perspective view of a U-shaped body that constitutes the present invention.

【図2】図1に示すコ字状体の製作手順を説明するため
の打抜き板の平面図である。
FIG. 2 is a plan view of a punching plate for explaining a manufacturing procedure of the U-shaped body shown in FIG.

【図3】本発明のコ字状体を連結して構成した水路構造
体の平面図である。
FIG. 3 is a plan view of a water channel structure constituted by connecting U-shaped bodies of the present invention.

【図4】本発明に係るコ字状体の他の実施例を示すもの
で、図1と同様の図である。
FIG. 4 is a view similar to FIG. 1, showing another embodiment of the U-shaped body according to the present invention.

【図5】デニ−ル式魚道を設けた河川の平面図である。FIG. 5 is a plan view of a river provided with a denier type fishway.

【図6】図5A−A線に沿う断面図である。FIG. 6 is a sectional view taken along the line AA of FIG.

【図7】本発明のデニ−ル式魚道を構築するに当たり魚
道を折曲または湾曲させるための手段の説明図である。
FIG. 7 is an explanatory view of means for bending or bending the fishway in constructing the denier type fishway of the present invention.

【図8】従来のデニ−ル式魚道の説明のための斜視図で
ある。
FIG. 8 is a perspective view for explaining a conventional denier type fishway.

【図9】従来のデニ−ル式魚道において、側壁に阻流板
を溝によって取りつける状態を示す図である。
FIG. 9 is a view showing a state in which a baffle plate is attached to a side wall by a groove in a conventional denier type fishway.

【図10】従来のデニ−ル式魚道において、側壁に阻流
板を溶接によって取りつける状態を示す図である。
FIG. 10 is a view showing a state where a baffle plate is attached to a side wall by welding in a conventional denier type fishway.

【符号の説明】[Explanation of symbols]

1 コ字状体 2 阻流板 3 側壁 4 屈曲部 5 流路 6 ボルト孔 7 ボルトナット 10 水路構造体 11 スペ−サ− 1 U-shaped body 2 Baffle plate 3 Side wall 4 Bent part 5 Flow path 6 Bolt hole 7 Bolt nut 10 Water channel structure 11 Spacer

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 阻流板とその両側部から夫々屈曲延出し
た側壁部とによりコ字状体を形成し、一つのコ字状体の
前記側壁部の自由端縁を他のコ字状体の前記阻流板また
はその近傍にボルト、ナットにより固定することにより
複数のコ字状体を連続して接続したことを特徴とするデ
ニ−ル式組立魚道。
1. A U-shaped body is formed by a baffle plate and side wall portions bent and extended from both sides thereof, and a free end edge of one side wall portion of one U-shaped body is formed into another U-shaped body. A denier-type assembled fishway characterized in that a plurality of U-shaped bodies are connected in series by being fixed to the baffle plate of the body or in the vicinity thereof with bolts and nuts.
【請求項2】 前記コ字状体の前記側壁部の自由端縁を
内側に屈曲し、屈曲した部位を前記阻流板上に接続した
ことを特徴とする請求項1に記載のデニ−ル式組立魚
道。
2. The denier according to claim 1, wherein a free end edge of the side wall portion of the U-shaped body is bent inward, and the bent portion is connected to the baffle plate. Type assembly fishway.
【請求項3】 前記コ字状体の前記側壁部の自由端縁を
内側に屈曲し、屈曲した部位を前記阻流板の両側上に夫
々接続するとき、一側にスペ−サ−を介挿し、屈曲した
魚道を形成したことを特徴とする請求項1に記載のデニ
−ル式組立魚道。
3. When the free end edge of the side wall portion of the U-shaped body is bent inward and the bent portions are connected to both sides of the baffle plate, a spacer is provided on one side. The denier-type assembled fishway according to claim 1, wherein the fishway is inserted and bent.
JP24192194A 1994-09-09 1994-09-09 Denier type fabricated fishway Pending JPH0881945A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24192194A JPH0881945A (en) 1994-09-09 1994-09-09 Denier type fabricated fishway

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24192194A JPH0881945A (en) 1994-09-09 1994-09-09 Denier type fabricated fishway

Publications (1)

Publication Number Publication Date
JPH0881945A true JPH0881945A (en) 1996-03-26

Family

ID=17081545

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24192194A Pending JPH0881945A (en) 1994-09-09 1994-09-09 Denier type fabricated fishway

Country Status (1)

Country Link
JP (1) JPH0881945A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3214225A1 (en) * 2016-03-02 2017-09-06 MVM Holding GmbH Device for migrating aquatic animals to barriers in bodies of water
US9765495B2 (en) 2001-07-09 2017-09-19 Henry K. Obermeyer Water control apparatus
US20240093450A1 (en) * 2022-09-19 2024-03-21 flusslauf Ingenieurbüro für Gewässerökologie und Wasserbau e.U. Device for the migration of aquatic animals

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9765495B2 (en) 2001-07-09 2017-09-19 Henry K. Obermeyer Water control apparatus
US10370813B2 (en) 2001-07-09 2019-08-06 Henry K. Obermeyer Water control apparatus
EP3214225A1 (en) * 2016-03-02 2017-09-06 MVM Holding GmbH Device for migrating aquatic animals to barriers in bodies of water
US20240093450A1 (en) * 2022-09-19 2024-03-21 flusslauf Ingenieurbüro für Gewässerökologie und Wasserbau e.U. Device for the migration of aquatic animals
US12516483B2 (en) * 2022-09-19 2026-01-06 flusslauf Ingenieurbüro für Gewässerökologie und Wasserbau e.U. Device for the migration of aquatic animals

Similar Documents

Publication Publication Date Title
MXPA04010810A (en) Slot drain.
CN1433494A (en) Lattice panel structures
JPH0881945A (en) Denier type fabricated fishway
US6863472B2 (en) Revetment useful to line stream bed and assembly of said revetments
US6688810B2 (en) Revetment useful to line stream bed and assembly of said revetments
JPS58131228A (en) Slope frame material and formation thereof
RU2144120C1 (en) Load-bearing structure from lattice trusses for reinforcement of walls and floors
JP3454415B2 (en) Labyrinth fixed weir
JPH06280251A (en) Steel member for underground continuous wall
KR200172273Y1 (en) Prefabricated culvert
JP2021156045A (en) How to close the horn tube
JP2011174290A (en) Foundation structure of building
JP2019044407A (en) Compound segment
JPH06128948A (en) Reinforcement structure for underground wall and H-section steel used therefor
JP4111561B2 (en) Construction method of underground seismic wall
CN223317153U (en) Prefabricated field drainage channel component
JPH1060860A (en) Precast concrete armour units
CN119531310A (en) Prefabricated field water return canal component
JP2025177684A (en) Reinforced concrete structure, precast reinforced concrete module with the same, and deck slab
JPS5853322Y2 (en) Vertical joints in underground walls
KR950006219Y1 (en) Lower part structure of a fabracated culvelt
JP2721913B2 (en) Underground wall joint construction method
JP2024073281A (en) Reinforcement unit, capture body, dam, and dam reinforcement method
JP2025079385A (en) Concrete cap block and its installation method
JP2002212964A (en) Connector and connecting structure