JP4189940B2 - Fishway - Google Patents

Fishway Download PDF

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Publication number
JP4189940B2
JP4189940B2 JP30874499A JP30874499A JP4189940B2 JP 4189940 B2 JP4189940 B2 JP 4189940B2 JP 30874499 A JP30874499 A JP 30874499A JP 30874499 A JP30874499 A JP 30874499A JP 4189940 B2 JP4189940 B2 JP 4189940B2
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JP
Japan
Prior art keywords
fishway
bulkhead
shape
partition wall
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.)
Expired - Fee Related
Application number
JP30874499A
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Japanese (ja)
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JP2001123436A (en
Inventor
佳樹 西村
忠弘 小野田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shibata Industrial Co Ltd
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Shibata Industrial 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
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Priority to JP30874499A priority Critical patent/JP4189940B2/en
Publication of JP2001123436A publication Critical patent/JP2001123436A/en
Application granted granted Critical
Publication of JP4189940B2 publication Critical patent/JP4189940B2/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/60Ecological corridors or buffer zones

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Description

【0001】
【発明の属する技術分野】
本発明は、河川に設けられる魚道に関する。
【0002】
【従来の技術】
さけ、ます、あゆ等の川魚が遡上する河川において、取水堰や床固め工等の河川を横切った構造物が設置される場合、その構造物の一部に川魚が遡上できる魚道を設けることが義務付けられている。
一般に多く採用されている魚道の形式としては、階段式魚道、斜路式魚道等があり、これら魚道は、流路内において流水と直交する方向に隔壁を設けて流水をせき止めて階段式のプールを形成する構造となっている。
【0003】
例えば具体例として階段式魚道を図面を用いて説明すると、図10は側断面図、図11は平面図、図12は隔壁の正面図を示し、各隔壁18によってプール19が階段状に形成され、それぞれの隔壁18の一側に切欠きを設けて魚の通路20が形成される。
このような魚道を施工する場合には、施工現場において型枠を組み立て、その中にコンクリートを流し込んで各隔壁を形成している。
【0004】
【発明が解決しようとする課題】
このような従来技術によると、施工現場において、型枠を組み立て、コンクリートを打設し、さらにそれを養生しなければならず、魚道の施工には膨大な時間とコストとを要することになる。
また、このような魚道を施工する場所は交通が不便で険しい場所が多く、このような土木作業がしにくいという問題がある。
【0005】
【課題を解決するための手段】
そこで本発明は、断面形状を大略逆U字形や長方形等の所望形状の空洞体の上部一側の高さを低くして魚の通路を形成して隔壁本体とし、この隔壁本体の前後下端部および両側周囲に係止孔を有するフランジや舌片等の固定部を突出形成し、川の床および側壁に設けたアンカーにそれら固定部をボルトによって固定して配置したことを特徴とする。
【0006】
【発明の実施の形態】
以下に本発明の実施の形態を図面を用いて説明する。
図1は正面図、図2は平面図、図3は側面図であり、図において、1は隔壁本体であり、魚道を構成する隔壁を予め工場で製造し、現場に設置する構造である。
【0007】
その構造は、材質によって多少異なるが基本的には同様である。材質はコンクリート、鉄等の金属、合成樹脂、複合材が考えられる。図示するものは金属製であり、断面形状が本実施の形態例では図4に示す如く、大略逆U字型の空洞体であり、下部長手方向両側に係止孔2を有するフランジや舌片等の固定部3を突出形成し、必要に応じては底部4も形成して補強されている。なお、断面形状はこれに限るものではなく、例えば台形、長方形もしくは図5に示す如く非対称形等どのような形状でもよく、また、上端部は曲面状でも平坦状でもよい。さらにこの空洞幅は使用する材料や使用箇所の条件等によって決定される。
【0008】
また、必ずしも空洞体である必要もなく、中実の板状体でもよく、その厚さや断面形状はこれも上記同様に使用する材料、使用箇所の条件等によって決定される。
隔壁本体1の上部一側には高さを低くして魚の通路5を形成し、さらに、隔壁本体1の両側端外側に係止孔6を有するフランジや舌片等の固定部7が突出形成してある。
【0009】
このようにした隔壁本体1の外周面を、図4に示す如く、ゴム、合成樹脂、ゴムアスファルト等の耐摩耗性材製の保護材8で被覆することにより、魚道に流れ込んだ石や礫等が隔壁本体1に衝突して隔壁本体を変形させたり破損したりすることを防いだり軽減させたりすることができる。なお、この保護材8の被覆に際しては、外周面全面出なくてもよく、図5に示す如く、水の流れが直接当たらない川下側面にはなくてもよい。
【0010】
さらに、この保護材8は、図6に示す如く、ゴム、合成樹脂、ゴムアスファルト等の耐磨耗性材13の中に、天然繊維、合成繊維、金属繊維もしくはそれらの混合繊維等の抵抗材14を積層して埋設させた材料によると一層保護効果は大きい。
隔壁本体1内には、必要に応じて図1に示す如く金属板やコンクリート板等の補強材9を設けて形状の安定を図るとよい。さらには、図示しないがコンクリートや樹脂等の充填材を空洞内に充填して補強材9としても同様である。
【0011】
このようにした隔壁本体1を、設置個所であるコクリートで形成されたり岩盤で形成されている川床16および側壁17に埋設してあるアンカーに下部の固定部3および端部外側の固定部7のそれぞれの係止孔2、6を合わせてボルト11で固定する。
なお、この各係止孔2、6は、ボルト11が各固定部表面より突出しないように図8に示す如くボルト11頭部の高さ分程度へこませるか図9に示す如くボルト11頭部を囲むようにスペーサ15を周囲に配置する等してボルト11頭部が露出しないようにして石や礫の衝突から保護する。
【0012】
さらには、図7に示す如く、各固定部3、7を川床16および側壁17に形成した凹部に嵌めるように設置してアンカーによって固定し、さらにその各固定部3、7を保護するようにモルタル12でふたをするようにして覆うことにより各固定部3、7の表面全面およびボルト11を保護して石や礫の衝突から守り、固定部3、7やボルトの損傷を防ぐことができる。また、場合によってはボルト11の周辺だけを覆うようにモルタル12で被覆してもよい。なお、モルタル12で被覆した場合に、このモルタル12で覆われる部分の隔壁本体1の外周面部には保護材8の被覆を施さなくてもよい。
【0013】
また、上記アンカーによる固定は、設置個所である川床および側壁にアンカーボルトを設置しておき、各係止孔2、6にそのアンカーボルトを通してナットで締め付けて固定する構造もまったく同じ概念である。
以上説明した隔壁本体はコンクリート製であるが、上記した如く、その材料は金属、合成樹脂または各種複合材等でもよいもので、その材質の違いにより、上記した如く、断面形状や各固定部の形状が異なる。その固定部は、例えば上記の如く、係止孔を形成する各独立した舌片が複数並んだ不連続状態等任意の構造である。いずれにせよ工場において予め成形された隔壁本体を現場において設置固定できる構造であればよい。
【0014】
なお、上記の説明は魚道の隔壁について説明を行ったが、この隔壁本体を川の側壁として用いてもよく、川岸に沿って配置することにより側壁を形成することができる。
【0015】
【発明の効果】
以上詳細に説明した本発明によると、上部一側に高さを低くして魚の通路を形成し、下部長手方向両側に固定部を突出形成すると共に両側端外側に固定部を突出形成して隔壁本体とし、その固定部を介して隔壁本体を現場の川の床および側壁に固定配置する構造としたことにより極めて短時間の現場施工でしかも低いコストで魚道を完成させることができるという効果がある。
【0016】
また、設計通りの強度および耐久性のある魚道を確実に構築することができる効果を有する。
【図面の簡単な説明】
【図1】実施の形態例を示す正面図
【図2】平面図
【図3】側面図
【図4】隔壁本体の断面説明図
【図5】保護材の被覆状態を示す説明図
【図6】保護材の例を示す断面説明図
【図7】隔壁本体を設置した状態の説明図
【図8】ボルトの取り付け状態の説明図
【図9】ボルトの取り付け状態の説明図
【図10】階段式魚道の側断面図
【図11】平面図
【図12】隔壁の正面図
【符号の説明】
1 隔壁本体
2 係止孔
3 固定部
4 底部
5 魚の通路
6 係止孔
7 固定部
8 保護材
9 補強材
11 ボルト
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a fishway provided in a river.
[0002]
[Prior art]
In the rivers where river fish such as salmon, mushrooms, etc. run up, when a structure that crosses the river, such as intake weirs or flooring works, is installed, a fishway where river fish can go up part of the structure Is required.
In general, there are a staircase type fishway and a slanted type fishway as a type of fishway that is widely adopted. These fishways have a staircase type pool by blocking the running water by providing a partition in a direction perpendicular to the running water in the flow path. It has a structure to be formed.
[0003]
For example, a stepped fishway will be described with reference to the drawings. FIG. 10 is a side sectional view, FIG. 11 is a plan view, and FIG. 12 is a front view of a partition wall. A fish passage 20 is formed by providing a notch on one side of each partition wall 18.
When constructing such a fishway, the formwork is assembled at the construction site, and concrete is poured into it to form each partition wall.
[0004]
[Problems to be solved by the invention]
According to such a conventional technique, it is necessary to assemble a formwork, place concrete, and cure it at the construction site, and the construction of the fishway requires enormous time and cost.
Moreover, there are many places where such a fishway is constructed, which is inconvenient and difficult to carry, and it is difficult to carry out such civil engineering work.
[0005]
[Means for Solving the Problems]
Therefore, the present invention provides a bulkhead body by forming a fish passage by lowering the height of the upper one side of a hollow body having a desired shape such as a substantially inverted U-shape or a rectangle in a cross-sectional shape. A fixing portion such as a flange or a tongue piece having a locking hole around both sides is formed to protrude, and the fixing portions are fixed to bolts and anchors provided on the river floor and side walls by bolts .
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
FIG. 1 is a front view, FIG. 2 is a plan view, and FIG. 3 is a side view. In the figure, reference numeral 1 denotes a bulkhead body, which is a structure in which a bulkhead constituting a fishway is manufactured in advance in a factory and installed on site.
[0007]
The structure is basically the same although it differs somewhat depending on the material. The material may be a metal such as concrete or iron, a synthetic resin, or a composite material. As shown in FIG. 4, in the present embodiment, the illustrated one is a metal having a substantially inverted U-shaped cavity, and a flange or tongue having locking holes 2 on both sides in the lower longitudinal direction. A fixed part 3 such as a piece is formed so as to protrude and, if necessary, a bottom part 4 is also formed and reinforced. The cross-sectional shape is not limited to this, and may be any shape such as a trapezoid, a rectangle, or an asymmetric shape as shown in FIG. 5, and the upper end may be curved or flat. Further, the cavity width is determined by the material used, the conditions of the use location, and the like.
[0008]
Further, it is not always necessary to be a hollow body, and it may be a solid plate-like body, and its thickness and cross-sectional shape are also determined by the material used, the conditions of the use location, and the like.
On the upper side of the bulkhead body 1, a fish passage 5 is formed by lowering the height, and a fixing portion 7 such as a flange or a tongue piece having locking holes 6 is formed on the outer sides of both sides of the bulkhead body 1. It is.
[0009]
As shown in FIG. 4 , the outer peripheral surface of the partition wall body 1 is covered with a protective material 8 made of wear-resistant material such as rubber, synthetic resin, rubber asphalt, etc., so that stones, gravel, etc. that have flowed into the fishway It is possible to prevent or alleviate the collision of the bulkhead main body 1 with deformation or breakage of the bulkhead main body. In covering the protective material 8, the entire outer peripheral surface does not have to be exposed, and as shown in FIG.
[0010]
Further, as shown in FIG. 6, the protective material 8 is made of a resistance material such as natural fiber, synthetic fiber, metal fiber or a mixed fiber thereof in the wear-resistant material 13 such as rubber, synthetic resin or rubber asphalt. According to the material in which 14 is laminated and embedded, the protective effect is even greater.
In the bulkhead main body 1, a reinforcing member 9 such as a metal plate or a concrete plate may be provided as needed as shown in FIG. 1 to stabilize the shape. Further, although not shown, the same applies to the reinforcing material 9 by filling a cavity with a filler such as concrete or resin.
[0011]
The bulkhead body 1 thus formed is fixed to the anchor portion 3 formed on the bottom of the river bed 16 and the side wall 17 that is formed of cocrete, which is an installation location, or embedded in the rock. The locking holes 2 and 6 are combined and fixed with bolts 11.
Each of the locking holes 2 and 6 may be recessed about the height of the head of the bolt 11 as shown in FIG. 8 so that the bolt 11 does not protrude from the surface of each fixing portion, or the head of the bolt 11 as shown in FIG. A spacer 15 is arranged around the part so that the head of the bolt 11 is not exposed and protected from the collision of stones and gravel.
[0012]
Further, as shown in FIG. 7, the fixing portions 3 and 7 are installed so as to be fitted in the recesses formed in the river bed 16 and the side wall 17 and fixed by anchors, and further, the fixing portions 3 and 7 are protected. By covering with a mortar 12 so as to cover it, the entire surface of each fixing portion 3, 7 and the bolt 11 can be protected and protected from the collision of stones and gravel, and damage to the fixing portions 3, 7 and the bolt can be prevented. . Moreover, you may coat | cover with the mortar 12 so that only the periphery of the volt | bolt 11 may be covered depending on the case. In addition, when it coat | covers with the mortar 12, it is not necessary to coat | cover the protective material 8 on the outer peripheral surface part of the partition main body 1 of the part covered with this mortar 12. FIG.
[0013]
In addition, the above-described anchor fixing is based on the same concept in which anchor bolts are installed on the river bed and side walls, which are the installation locations, and the anchor holes 2 and 6 are fastened with nuts through the anchor bolts and fixed.
The bulkhead body described above is made of concrete. However, as described above, the material may be metal, synthetic resin, various composite materials, or the like. The shape is different. The fixing portion has an arbitrary structure such as a discontinuous state in which a plurality of independent tongue pieces forming a locking hole are arranged as described above. In any case, any structure may be used as long as the bulkhead body molded in advance in the factory can be installed and fixed on site.
[0014]
In addition, although said description demonstrated the partition of a fishway, you may use this partition main body as a river side wall, and a side wall can be formed by arrange | positioning along a river bank.
[0015]
【The invention's effect】
According to the present invention described in detail above, the fish passage is formed by lowering the height on one side of the upper part, the fixing parts are formed to protrude on both sides in the lower longitudinal direction, and the fixing parts are formed to protrude on the outer sides of both sides. By making the bulkhead main body and fixing the bulkhead body to the floor and side walls of the river on the site via its fixing part, the effect of being able to complete the fishway with very short time construction and low cost is there.
[0016]
Moreover, it has the effect that the fish path with the strength and durability as designed can be reliably constructed.
[Brief description of the drawings]
FIG. 1 is a front view showing an embodiment. FIG. 2 is a plan view. FIG. 3 is a side view. FIG. 4 is a sectional view of a partition wall body. ] Cross-sectional explanatory diagram showing an example of protective material [FIG. 7] explanatory diagram of the state where the bulkhead body is installed [FIG. 8] explanatory diagram of the bolt mounting state [FIG. 9] explanatory diagram of the bolt mounting state [FIG. [Figure 11] Plan view [Fig. 12] Front view of the bulkhead [Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Bulkhead body 2 Locking hole 3 Fixing part 4 Bottom part 5 Fish passage 6 Locking hole 7 Fixing part 8 Protective material 9 Reinforcing material 11 Bolt

Claims (3)

断面形状を大略逆U字形や長方形等の所望形状の空洞体の上部一側の高さを低くして魚の通路を形成して隔壁本体とし、この隔壁本体の前後下端部および両側周囲に係止孔を有するフランジや舌片等の固定部を突出形成し、川の床および側壁に設けたアンカーにそれら固定部をボルトによって固定して配置したことを特徴とする魚道。 The cross-sectional shape of the hollow body of the desired shape, such as a roughly inverted U-shape or rectangle, is lowered on the upper side to form a fish passage to form a bulkhead body, which is locked around the front and rear lower ends and both sides of the bulkhead body. A fishway characterized in that a fixing portion such as a flange having a hole or a tongue piece protrudes and is fixed to an anchor provided on a river floor and a side wall with bolts . 請求項1において、隔壁本体の外周面を耐磨耗性材製の保護材で被覆したことを特徴とする魚道。The fishway according to claim 1, wherein the outer peripheral surface of the partition wall body is covered with a protective material made of an abrasion-resistant material. 請求項1において、隔壁本体に底部を設けたことを特徴とする魚道。The fishway according to claim 1, wherein a bottom portion is provided on the partition wall main body.
JP30874499A 1999-10-29 1999-10-29 Fishway Expired - Fee Related JP4189940B2 (en)

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JP4189940B2 true JP4189940B2 (en) 2008-12-03

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CN106087906A (en) * 2016-06-28 2016-11-09 罗富强 A kind of ecological dam with fish migration passage

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