JPH05306508A - Block for fish-gathering place - Google Patents

Block for fish-gathering place

Info

Publication number
JPH05306508A
JPH05306508A JP4139897A JP13989792A JPH05306508A JP H05306508 A JPH05306508 A JP H05306508A JP 4139897 A JP4139897 A JP 4139897A JP 13989792 A JP13989792 A JP 13989792A JP H05306508 A JPH05306508 A JP H05306508A
Authority
JP
Japan
Prior art keywords
fish nest
wall
bottom plate
nest block
fish
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
JP4139897A
Other languages
Japanese (ja)
Other versions
JP2709429B2 (en
Inventor
Harumaro Nozaki
春麿 野崎
Toshio Yokoyama
寿夫 横山
Hikari Ichihashi
光 市橋
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.)
Showa Concrete Industry Co Ltd
Original Assignee
Showa Concrete Industry 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 Showa Concrete Industry Co Ltd filed Critical Showa Concrete Industry Co Ltd
Priority to JP4139897A priority Critical patent/JP2709429B2/en
Publication of JPH05306508A publication Critical patent/JPH05306508A/en
Application granted granted Critical
Publication of JP2709429B2 publication Critical patent/JP2709429B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • 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
    • Y02A40/80Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
    • Y02A40/81Aquaculture, e.g. of fish

Landscapes

  • Artificial Fish Reefs (AREA)
  • Revetment (AREA)

Abstract

PURPOSE:To make surroundings suitable for the growth and activity of aquatic organisms such as fishes and shellfishes by feeding oxygen and nutrition through a waterway, by a method wherein a floor slab, a longitudinal wall stood on the floor slab, and holding and enclosing walls having escaping ways on some places of them, arc provided. CONSTITUTION:A horizontal floor slab 2 is provided, a longitudinal wall 3 and a holding wall 5 are respectively located at the rear and front peripheral parts thereof, an enclosing wall 7 is located in the front and rear direction thereof at the middle of the left peripheral part thereof, and they are integrally stood thereon, and thus the title block 1 is formed. In this case, reinforcing steel bars are buried in concrete, and escaping ways 8 each are formed between the one end of the enclosing wall 7 and the longitudinal wall 3 and between the other end thereof and the holding wall 5. When a revetment provided with a fish-gathering place is constructed, coarse gravel is laid on the surface of the lower part of a slope at a waterway and blinding concrete is placed thereon. A plurality of the blocks 1 are placed on the surface of the blinding concrete, directing the rear of the longitudinal wall 3 toward the slope. After that, gravel, the coarse gravel, cobble and the like are laid on the floor slab 2, and thus a first step is formed, following which a second step and a third step are formed in the same manner, at positions where the blocks are progressively shifted rearward.

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、河川、人工運河等の水
路の護岸、落差工、魚道等に使用するブロックに関し、
特に、魚、貝、蟹等の水棲生物の棲息に適した魚巣ブロ
ックに係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a block used for revetment of waterways such as rivers and artificial canals, head works, and fishways.
In particular, the present invention relates to a fish nest block suitable for inhabiting aquatic organisms such as fish, shellfish, and crabs.

【0002】[0002]

【従来の技術】従来の魚巣ブロックを使用した護岸又は
落差工としては、次のようなものが知られている。 (1) 実開平1−90821号公報記載のように、開口部
付きの壁に囲まれた内部空間を備えた四角箱状の魚巣ブ
ロックを使用し、この魚巣ブロックを水路の法面に沿っ
て単純に積上げ、これらの魚巣ブロックの前面を一枚壁
のように面一に並べてなる魚巣付き護岸。
2. Description of the Related Art The following is known as a conventional revetment or heading construction using a fish nest block. (1) As described in Japanese Utility Model Publication No. 1-90821, a square box-shaped fish nest block having an internal space surrounded by a wall with an opening is used, and this fish nest block is used as a slope of a waterway. A seawall with fish nests that is simply piled up along the line and the fronts of these fish nest blocks are arranged flush with each other like a wall.

【0003】(2) 実開昭59−69226号公報記載の
ように、水路の法面に沿った傾斜盤と、その後端に立設
された縦壁と、縦壁の上端から前方へ水平に突設された
水平壁と、それらの間の空間部とからなる魚巣ブロック
を使用し、この魚巣ブロックの傾斜盤の後端に次の魚巣
ブロックの傾斜盤の前端が当接するようにして水路の法
面に並べ上げることにより、前記水平壁を階段状に配置
してなる魚巣付き護岸。
(2) As described in Japanese Utility Model Laid-Open No. 59-69226, a slanted plate along the slope of a waterway, a vertical wall erected at the rear end thereof, and horizontally from the upper end of the vertical wall to the front. Use a fish nest block consisting of protruding horizontal walls and the space between them so that the rear end of the slope plate of this fish nest block abuts the front end of the slope plate of the next fish nest block. A seawall with a fish nest in which the horizontal walls are arranged in a staircase pattern by arranging them on the slope of the waterway.

【0004】(3) 実開平3−79325号公報記載のよ
うに、平面長方形の基盤部と、その後縁部及び前縁部に
起立させた後方縦壁及び前方縦壁と、後方縦壁の上端に
連設された水平壁とからなる魚巣ブロックを使用し、こ
の魚巣ブロックを水路中に互いに間隔をおいて埋めてな
る魚窪地。
(3) As described in Japanese Utility Model Laid-Open No. 3-79325, a flat rectangular base portion, a rear vertical wall and a front vertical wall erected at a rear edge portion and a front edge portion, and an upper end of the rear vertical wall. A fish nest block consisting of a horizontal wall and a fish nest block, which are buried in a waterway at a distance from each other.

【0005】[0005]

【発明が解決しようとする課題】ところが、従来の魚巣
には次のような問題があった。まず、前記(1) の魚巣付
き護岸においては、魚巣が魚巣ブロックの囲まれた内部
に形成され、形状が自然の窪地とはかなり異なるととも
に、内部の水があまり循環されないため、水棲生物の棲
息に最適な環境とはいい難かった。また、この魚巣には
直射日光が当たりにくいため、水温が上昇しにくく、水
棲生物の棲息に好ましい水草、藻等の水中植物の生育が
悪いという問題もあった。
However, the conventional fish nest has the following problems. First, in the seawall with fish nest in (1) above, the fish nest is formed inside the nest of the fish nest block, the shape is quite different from the natural depression, and the water inside does not circulate so much, so it is aquatic. It was difficult to say that it was the optimal environment for living creatures. In addition, since there is little direct sunlight on this fish nest, the water temperature does not rise easily, and there is a problem that aquatic plants such as aquatic plants and algae, which are preferable for aquatic organisms, do not grow well.

【0006】また、前記(2) の魚巣付き護岸において
は、魚巣が魚巣ブロックの傾斜盤と縦壁と水平壁との間
の空間部に形成され、特に傾斜盤の上面が傾斜している
ため、この上面に魚等の棲息に好ましい砂利、栗石又は
玉石を敷設することができないという問題があった。ま
た、この魚巣ブロックは、水路毎に異なる法面勾配に前
記傾斜角を合わせて、その都度製造しなければならない
という問題もあった。
Further, in the above-mentioned (2) revetment with a fish nest, the fish nest is formed in the space between the slant board of the fish nest block and the vertical wall and the horizontal wall, and especially the upper surface of the slant board is inclined. Therefore, there is a problem in that it is impossible to lay gravel, stones or boulders suitable for habitation of fish on the upper surface. In addition, there is a problem that this fish nest block must be manufactured each time by adjusting the inclination angle to the slope different for each waterway.

【0007】また、前記(3) の魚窪地においては、魚巣
が魚巣ブロックの基盤部と左方縦壁と右方縦壁とにより
樋状に形成されるため、前記(1) と(2) の魚巣における
問題は改善される。しかし、この魚巣ブロックにはその
どこにも水棲生物の逃げ道が設けられていなかったた
め、河川の流水量が著しく減少したときに、水棲生物が
魚巣に閉じ込められてしまうという問題があった。
Further, in the fish depression of the above (3), since the fish nest is formed in a trough shape by the base portion of the fish nest block, the left vertical wall and the right vertical wall, The problem in 2) fish nests is improved. However, since there is no escape route for aquatic organisms in this fish nest block, there is a problem that the aquatic organisms are trapped in the fish nest when the water flow rate of the river is significantly reduced.

【0008】そこで、本発明の目的は、水路の護岸、落
差工、魚道等に使用して、魚、貝、蟹等の水棲生物の棲
息に適した自然に近い魚巣を形成することができるとと
もに、水路の流水量が著しく減少したときには、水棲生
物が魚巣から逃げ出すことができる新規な魚巣ブロック
を提供することにある。
Therefore, the object of the present invention is to form a fish nest close to nature suitable for habitat of aquatic organisms such as fish, shellfish and crabs by using it for revetment of waterways, head works, fishways, etc. At the same time, it is to provide a novel fish nest block that allows aquatic organisms to escape from the fish nest when the water flow in the waterway is significantly reduced.

【0009】[0009]

【課題を解決するための手段】上記目的を達成するため
に、本発明の魚巣ブロックは、底盤と、該底盤の後縁部
に立設された左右方向に延びる縦壁と、該縦壁の上端か
ら前方に突設された支持壁とを備えた構成とした(請求
項1)。また、本発明の別の魚巣ブロックは、上下に間
隔をおいて配された複数段の底盤と、該底盤の後縁部を
連結する縦壁とを備えた構成とした(請求項2)。
In order to achieve the above object, a fish nest block of the present invention comprises a bottom plate, a vertical wall extending in the left-right direction which is erected at a rear edge of the bottom plate, and the vertical wall. And a support wall projecting forward from the upper end of the above (claim 1). Further, another fish nest block of the present invention comprises a plurality of stages of bottom plates arranged at intervals in the vertical direction and a vertical wall connecting the rear edge portions of the bottom plates (claim 2). ..

【0010】前記各々の魚巣ブロックにおいて、底盤の
前縁部に左右方向に延びる受止め壁を立設し、該受止め
壁の一部に水棲生物の逃げ道を形成することもできる
(請求項3)。また、底盤の左縁部、右縁部又は途中部
に前後方向に延びる塞止め壁を立設し、該塞止め壁の一
部に水棲生物の逃げ道を形成することもできる(請求項
4)。これらの受止め壁又は塞止め壁は、底盤と一体形
成されたものでもよいが、底盤とは別体形成されて該底
盤に取付けられたものでもよい(請求項5)。
In each of the fish nest blocks, a receiving wall extending in the left-right direction may be provided upright at the front edge of the bottom plate, and an escape route for aquatic organisms may be formed in a part of the receiving wall (claim). 3). Further, a blocking wall extending in the front-rear direction may be provided upright on the left edge, the right edge or the middle of the bottom plate, and an escape route for aquatic organisms may be formed on a part of the blocking wall (claim 4). .. The receiving wall or the blocking wall may be formed integrally with the bottom plate, or may be formed separately from the bottom plate and attached to the bottom plate (claim 5).

【0011】また、表面の少なくとも一部に凹凸を付け
ることが好ましく(請求項6)、その手段として次のも
のを例示できる。 底盤の上面に複数の凸部又は凹部を一体形成する。 底盤の上面に複数の突起物を取付ける。 底盤、受止め壁若しくは塞止め壁又はこれらへの取
付物を、凹凸のある透水性コンクリートで形成する(請
求項7)。底盤の一部、受止め壁、塞止め壁等は、縦壁
や支持壁ほど荷重がかからないので、透水性コンクリー
トで形成しても強度的に問題がない。底盤を透水性コン
クリートで形成するときは、カーボン製、合成樹脂製、
不銹鋼製等の錆びない補強筋を使用することが好まし
い。
Further, it is preferable that at least a part of the surface is provided with irregularities (claim 6), and the following means can be exemplified. A plurality of convex portions or concave portions are integrally formed on the upper surface of the bottom plate. Mount multiple protrusions on the top surface of the bottom plate. The bottom plate, the receiving wall or the blocking wall, or the attachment to them is formed of water-permeable concrete having irregularities (claim 7). Since a part of the bottom plate, the receiving wall, the blocking wall, and the like are less loaded than the vertical wall and the supporting wall, there is no problem in strength even if they are made of water-permeable concrete. When the bottom board is made of water-permeable concrete, carbon, synthetic resin,
It is preferable to use a reinforcing bar that does not rust, such as stainless steel.

【0012】[0012]

【作用】請求項1記載の魚巣ブロックは、これを積上げ
て護岸、落差工等を構築したり、一列に並べて魚道を構
築したりすることができる。この積上げるときは、下段
の魚巣ブロックの縦壁及び支持壁の上面に、上段の魚巣
ブロックの底盤を載せて支えることができる。そして、
上段及び下段の魚巣ブロックの前後方向の相対位置を変
えるだけで、勾配の異なる護岸、落差工等に対応する。
また、請求項2記載の魚巣ブロックは、これを列設する
だけで護岸、落差工等を構築することができる。
The fish nest blocks according to the first aspect of the present invention can be stacked to construct a seawall, a drop construction, or can be arranged in a line to construct a fishway. When stacking, the bottom plate of the upper fish nest block can be placed and supported on the upper surfaces of the vertical wall and the support wall of the lower fish nest block. And
By changing the relative positions of the upper and lower fish nest blocks in the front-rear direction, it is possible to cope with revetments with different slopes and head drop construction.
Further, the fish nest block according to claim 2 can construct a revetment, a drop construction, etc. simply by arranging the fish nest blocks in a row.

【0013】さらに、請求項1又は2記載の魚巣ブロッ
クは、次の理由から、魚、貝、蟹等の水棲生物の棲息に
適した自然に近い魚巣が形成される。まず、底盤の上面
に自然に近い浅い窪みの魚巣が形成される。この底盤の
上面には、砂利、栗石又は玉石(この順に寸法が大きく
なる)のいずれかを単独で又は組み合わせて均一高さに
又は凹凸状に敷設することができる。魚巣に変化を付け
る意味では、砂利、栗石又は玉石を組み合わせて凹凸状
に敷設することが好ましい。
Furthermore, the fish nest block according to the first or second aspect of the present invention forms a near-native fish nest suitable for inhabiting aquatic organisms such as fish, shellfish, and crabs for the following reasons. First, a shallow fish nest with a shallow depression is formed on the upper surface of the bottom plate. On the upper surface of the bottom plate, any one of gravel, cobblestone, and cobblestone (in this order, the size increases) may be laid singly or in a uniform height or in an uneven shape. In the sense of changing the fish nest, it is preferable to lay it in a concavo-convex shape by combining gravel, cobblestone, or cobblestone.

【0014】また、底盤の前縁部の上方から前記魚巣に
直射日光が適度に当たるので、水温が適度に上昇し、水
草、藻等の水中植物の生育に良い環境を形成する。ま
た、支持壁の下方に日陰が適度に形成されるので、水棲
生物の休息等に良い環境を形成する。さらに、前記魚巣
は水の循環が非常に良いので、酸素と栄養に富んだ環境
を形成する。
Further, since direct sunlight is appropriately applied to the fish nest from above the front edge of the bottom plate, the water temperature is appropriately increased, and an environment favorable for growth of aquatic plants such as aquatic plants and algae is formed. In addition, since the shade is appropriately formed below the support wall, it creates a good environment for resting aquatic organisms. Moreover, the fish nest has a very good water circulation, thus forming an environment rich in oxygen and nutrients.

【0015】さらに、請求項1又は2記載の魚巣ブロッ
クは、底盤の前縁部に水棲生物が通る際の障壁が無いた
め、水路の流水量が著しく減少したときに、水棲生物は
底盤の前縁部の上方を自由に通って魚巣から容易に逃げ
出すことができる。
Furthermore, in the fish nest block according to claim 1 or 2, since there is no barrier at the front edge of the bottom plate for the passage of aquatic organisms, when the water flow in the waterway is significantly reduced, It can easily pass over the front edge and escape from the fish nest.

【0016】また、請求項3記載の魚巣ブロックによれ
ば、受止め壁により、底盤に敷設した砂利、栗石又は玉
石の前方へのこぼれ落ちが防止されるため、魚巣の環境
が安定する。しかも、受止め壁の一部に水棲生物の逃げ
道を形成したので、水路の流水量が著しく減少したとき
に、水棲生物はこの逃げ道を通って魚巣から逃げ出すこ
とができる。
According to the fish nest block of the third aspect, the receiving wall prevents the gravel, the crushed stones, or the cobblestones laid on the bottom plate from spilling forward, thereby stabilizing the environment of the fish nest. Moreover, since an escape route for aquatic organisms is formed in a part of the receiving wall, the aquatic organisms can escape from the fish nest through this escape route when the water flow rate of the canal decreases significantly.

【0017】また、請求項4記載の魚巣ブロックによれ
ば、塞止め壁により、底盤に敷設した砂利、栗石又は玉
石の左右方向の移動が防止されるため、魚巣の環境が安
定する。しかも、塞止め壁の一部に水棲生物の逃げ道を
形成したので、水路の流水量が著しく減少したときに、
水棲生物はこの逃げ道を通って魚巣から逃げ出すことが
できる。
According to the fish nest block of the fourth aspect, the blocking wall prevents lateral movement of the gravel, cobblestone, or cobblestone laid on the bottom plate, so that the environment of the fish nest is stabilized. Moreover, because an escape route for aquatic organisms was formed in a part of the blocking wall, when the water flow in the canal decreased significantly,
Aquatic organisms can escape from fish nests through this escape path.

【0018】また、請求項5記載の魚巣ブロックによれ
ば、受止め壁又は塞止め壁を底盤とは別体形成したの
で、魚巣ブロックを成形する際に、受止め壁又は塞止め
壁が無い分だけ形状が単純化し、型枠の設計と脱型とが
容易になる。
Further, according to the fish nest block of the fifth aspect, since the receiving wall or the blocking wall is formed separately from the bottom plate, the receiving wall or the blocking wall is formed when the fish nest block is formed. The shape is simplified to the extent that there is not, and the design and demolding of the mold are facilitated.

【0019】また、請求項6記載の魚巣ブロックによれ
ば、表面の少なくとも一部に凹凸を付けたので、魚巣の
表面積が増え、自然の河床の状態に近付く。従って、砂
利、栗石又は玉石の敷設をしなくてもあるいは敷設量を
減らしても、水棲生物の棲息に適した自然に近い魚巣が
形成される。また、水路歩行の際に、底盤の上面で滑り
にくいので、滑落事故を防止することができる。さら
に、請求項7記載の魚巣ブロックによれば、底盤、受止
め壁若しくは塞止め壁又はこれらへの取付物を凹凸のあ
る透水性コンクリートで形成したので、その多孔質性に
より酸素や栄養の供給が向上する。
According to the fish nest block of the sixth aspect, since at least a part of the surface of the fish nest block is made uneven, the surface area of the fish nest is increased and the natural riverbed condition is approached. Therefore, a fish nest close to nature suitable for habitation of aquatic organisms is formed without laying gravel, cobblestone, or cobblestone or reducing the laying amount. Further, when walking in a waterway, it is difficult to slip on the upper surface of the bottom plate, so that a slip accident can be prevented. Further, according to the fish nest block of claim 7, since the bottom plate, the receiving wall or the blocking wall or the attachment to them is formed of uneven water-permeable concrete, its porosity prevents oxygen and nutrition. Supply is improved.

【0020】[0020]

【実施例】以下、本発明を具体化した第一実施例の魚巣
ブロックについて、図1〜図3を参照して説明する。こ
の魚巣ブロック1は、補強鉄筋が埋設されたコンクリー
トにより図1に示すような形状に成形され、各部の厚さ
は200mmである。なお、以下で挙げる各部の寸法は
例示であり、適宜変更することができる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS A fish nest block according to a first embodiment of the present invention will be described below with reference to FIGS. This fish nest block 1 is molded into a shape as shown in FIG. 1 with concrete in which reinforcing reinforcing bars are embedded, and the thickness of each part is 200 mm. It should be noted that the dimensions of the respective parts listed below are examples, and can be appropriately changed.

【0021】この魚巣ブロック1は四角板状に形成され
た水平な底盤2を備え、その左右方向の長さは1980
mm、前後方向の幅は2000mmである。底盤2の後
縁部には左右方向に延びる縦壁3が一体的に立設され、
その底盤下面からの高さは1000mmである。縦壁3
の上端には前方へ水平に突出した支持壁4が一体的に形
成され、その縦壁後面からの突出幅は1000mmであ
る。
This fish nest block 1 is provided with a horizontal bottom plate 2 formed in the shape of a rectangular plate, and its length in the left-right direction is 1980.
mm, the width in the front-back direction is 2000 mm. A vertical wall 3 extending in the left-right direction is integrally erected on the rear edge of the bottom plate 2,
The height from the bottom surface of the bottom plate is 1000 mm. Vertical wall 3
A support wall 4 horizontally projecting forward is integrally formed at the upper end of the, and the projecting width from the rear surface of the vertical wall is 1000 mm.

【0022】前記底盤2の前縁部には左右方向に延びる
受止め壁5が一体的に立設され、その左右方向の長さは
底盤2より短い1830mm、底盤上面からの高さは3
00mmである。従って、この前縁部において受止め壁
5の右方には前後方向の逃げ道6が形成され、その開口
幅は150mmである。
A receiving wall 5 extending in the left-right direction is integrally provided upright on the front edge of the bottom plate 2. The length in the left-right direction is 1830 mm, which is shorter than that of the bottom plate 2, and the height from the top face of the bottom plate is 3.
It is 00 mm. Therefore, an escape path 6 in the front-rear direction is formed on the right side of the receiving wall 5 at this front edge portion, and the opening width thereof is 150 mm.

【0023】前記底盤2の左縁部の中程には前後方向に
延びる塞止め壁7が一体的に立設され、その前後方向の
幅は底盤2より短い1100mm、底盤上面からの高さ
は150mmである。従って、この左縁部において塞止
め壁7の両端と縦壁3及び受止め壁5との間には左右方
向の逃げ道8が形成され、その開口幅は250mmであ
る。
A blocking wall 7 extending in the front-rear direction is integrally provided upright in the middle of the left edge of the bottom plate 2. The width in the front-rear direction is 1100 mm, which is shorter than that of the bottom plate 2, and the height from the top surface of the bottom plate is 2. It is 150 mm. Therefore, a left-right escape path 8 is formed between both ends of the blocking wall 7 and the vertical wall 3 and the receiving wall 5 at the left edge portion, and the opening width thereof is 250 mm.

【0024】前記支持壁4の前面9と受止め壁5の前面
10には溝が縦横に100mm間隔で形成され、格子模
様の凹凸面を形成している。この凹凸面は景観と魚巣の
自然感の向上に寄与する。また、底盤2と支持壁4に
は、魚巣ブロック1を上下段に積上げたときに、これら
を連結するボルトを通すための連結孔11が形成されて
いる。
Grooves are formed on the front surface 9 of the support wall 4 and the front surface 10 of the receiving wall 5 at intervals of 100 mm in the vertical and horizontal directions to form an uneven surface in a lattice pattern. This uneven surface contributes to improving the natural feeling of the landscape and fish nests. Further, the bottom plate 2 and the support wall 4 are formed with connection holes 11 for passing bolts that connect the fish nest blocks 1 when the fish nest blocks 1 are stacked vertically.

【0025】さて、本実施例の魚巣ブロック1を使用し
て、図2に示すような魚巣付き護岸を構築することがで
きる。すなわち、水路の法面15の下部上面には栗石1
6が敷設され、該栗石16上には捨コンクリート17が
打設される。この捨コンクリート17の上面には、複数
の魚巣ブロック1が縦壁3の後面を法面15に向けて載
置・列設され、その底盤2の上面に砂利、栗石又は玉石
(以下、栗石等18という。)のいずれかが単独で又は
組み合わされて均一高さに又は凹凸状に敷設されること
により一段目が形成される。この一段目より後方へシフ
トした位置には、同様にして二段目が形成され、さらに
三段目が形成される。
By using the fish nest block 1 of this embodiment, a seawall with a fish nest as shown in FIG. 2 can be constructed. In other words, 1 stones on the lower surface of the slope 15 of the waterway
6 is laid, and waste concrete 17 is cast on the cobblestone 16. On the upper surface of this waste concrete 17, a plurality of fish nest blocks 1 are placed and lined up with the rear surface of the vertical wall 3 facing the slope 15, and on the upper surface of the bottom plate 2 there are gravel, stones or boulders (hereinafter, stones). Etc. 18) are singly or combined and are laid at a uniform height or in a concavo-convex shape to form the first stage. At the position shifted rearward from the first stage, the second stage is similarly formed and the third stage is further formed.

【0026】また、本実施例の魚巣ブロック1を使用し
て、図3に示すような魚巣付き落差工を構築することが
できる。すなわち、河床13の段差部には階段状のコン
クリート基盤14が河川の横断方向に延びるように現場
打設される。このコンクリート基盤14の各段の上面に
は、複数の魚巣ブロック1が縦壁3の後面を上流側に向
けて載置・列設され、その底盤2の上面に栗石等18が
敷設されることにより一段目、二段目及び三段目が形成
される。
Further, by using the fish nest block 1 of this embodiment, it is possible to construct a head structure with a fish nest as shown in FIG. That is, a stepped concrete base 14 is cast on the step of the riverbed 13 so as to extend in the transverse direction of the river. A plurality of fish nest blocks 1 are placed and lined up on the upper surface of each step of the concrete base 14 with the rear surface of the vertical wall 3 facing the upstream side, and the stones 18 and the like are laid on the upper surface of the bottom plate 2. As a result, the first stage, the second stage and the third stage are formed.

【0027】前記護岸又は落差工において、二段目及び
三段目の魚巣ブロック1は自重により十分に安定する。
但し、上段の底盤2と下段の支持壁4の連結孔11に図
示しないボルトを通してこれらを連結すれば、魚巣ブロ
ック1同志のずれをさらに確実に防止することができ、
また、河床洗掘、地盤沈下等が発生したときに、魚巣ブ
ロック1同志の連結を柔構造的に保つことができる。ま
た、図3に示すように。魚巣ブロック1に固定され後方
に突出したアンカー鉄筋19をコンクリート基盤14内
に埋設し、土圧及び流水圧による魚巣ブロック1のずれ
を防止することが好ましい。
In the revetment or head drop construction, the fish nest blocks 1 in the second and third stages are sufficiently stabilized by their own weight.
However, if bolts (not shown) are connected to the connecting holes 11 of the upper base 2 and the lower support wall 4 to connect them, the displacement of the fish nest blocks 1 can be more reliably prevented.
Moreover, when riverbed scouring, ground subsidence, etc. occur, the fish nest blocks 1 can be connected in a flexible structure. Also, as shown in FIG. It is preferable that anchor rebars 19 fixed to the fish nest block 1 and protruding rearward are embedded in the concrete base 14 to prevent the fish nest block 1 from being displaced due to earth pressure and running water pressure.

【0028】なお、上段の魚巣ブロック1は下段の魚巣
ブロック1に対して、真上に積上げてもよいし、千鳥に
積上げてもよい。いずれの場合も前記ボルトによる連結
が可能になっている。また、上段及び下段の魚巣ブロッ
ク1の前後方向の相対位置を変えることにより、護岸又
は落差工の勾配を容易に変更することができる。
The fish nest block 1 in the upper stage may be stacked directly above the fish nest block 1 in the lower stage, or may be stacked in a staggered manner. In either case, the bolts can be connected. Further, by changing the relative position of the upper and lower fish nest blocks 1 in the front-rear direction, the slope of the revetment or head drop can be easily changed.

【0029】本実施例の魚巣ブロックは以上の通り構成
されているので、次のような作用及び効果を奏する。 (1) 次の理由〜から、魚、貝、蟹等の水棲生物の棲
息に適した自然に近い魚巣を広い面積にわたり形成する
ことができる。 魚巣ブロック1の底盤2の上面に、縦壁3と受止め
壁5と塞止め壁7とで囲まれた浅く広い窪みができ、こ
の窪みが自然に近い魚巣を形成する。そして、この魚巣
は各段の魚巣ブロック1毎に形成されるため、その総面
積は非常に大きなものとなる。
Since the fish nest block of this embodiment is constructed as described above, it has the following actions and effects. (1) Due to the following reasons, it is possible to form near-native fish nests suitable for aquatic organisms such as fish, shellfish, and crabs over a wide area. On the upper surface of the bottom plate 2 of the fish nest block 1, a shallow and wide depression surrounded by the vertical wall 3, the receiving wall 5 and the blocking wall 7 is formed, and this depression forms a fish nest close to nature. Further, since this fish nest is formed for each fish nest block 1 in each stage, the total area thereof is extremely large.

【0030】 底盤2の上面は水平なので、前記の通
り栗石等18を均一高さに又は凹凸状に敷設することが
できる。この栗石等18は、受止め壁5により前方への
こぼれ落ちが防止され、塞止め壁7により左右方向の移
動が防止されるので、底盤2の上面に保持される。この
ように保持された栗石等18は、水棲生物の活動、産卵
等に良い環境を形成する。
Since the upper surface of the bottom plate 2 is horizontal, as described above, it is possible to lay the stone 18 or the like at a uniform height or in an uneven shape. The crushed stones 18 and the like are held on the upper surface of the bottom plate 2 because the receiving wall 5 prevents them from spilling forward and the blocking wall 7 prevents them from moving in the left-right direction. The cobblestones 18 thus retained form a favorable environment for activities of aquatic organisms, spawning, and the like.

【0031】 受止め壁5の上端と支持壁4の前端と
の間から、前記魚巣に直射日光が適度に当たるので、水
温が適度に上昇し、水草、藻等の水中植物の生育に良い
環境を形成する。 支持壁4の下方に日陰が適度に形成されるので、水
棲生物の休息等に良い環境が形成される。 前記魚巣は水流に沿った浅い窪みなので、水の循環
が非常に良く、酸素と栄養に富んだ環境を形成する。
Direct sunlight is appropriately applied to the fish nest between the upper end of the receiving wall 5 and the front end of the support wall 4, so that the water temperature is appropriately increased, and an environment suitable for growth of aquatic plants such as aquatic plants and algae is provided. To form. Since the shade is appropriately formed below the support wall 4, an environment good for resting aquatic organisms is formed. Since the fish nest is a shallow depression along the water stream, the water circulation is very good, forming an environment rich in oxygen and nutrients.

【0032】(2) 隣り合う受止め壁5の間には前後方向
の逃げ道6が形成され、塞止め壁7の両脇には左右方向
の逃げ道8が形成されているので、河川の流水量が著し
く減少したときに、水棲生物はその魚巣から逃げ道6,
8を通って、より下段の魚巣又は水路に逃げることがで
きる。
(2) Since the escape passages 6 in the front-rear direction are formed between the adjacent receiving walls 5, and the escape passages 8 in the left-right direction are formed on both sides of the blocking wall 7, the flow rate of the river Abundantly diminishes, aquatic life escapes from its nest 6,
8 to escape to a lower fish nest or waterway.

【0033】次に、図4に示す第二実施例の魚巣ブロッ
ク1は、受止め壁及び塞止め壁を省略するか、又は、
受止め壁5及び塞止め壁7を底盤2とは別体形成し、
該底盤2にボルト12で取付けた点において、第一実施
例と相違するものである。受止め壁等を省略した場合に
は、上記のような減水時に水棲生物が底盤2の前縁部の
上方を自由に通って容易に逃げ出すことができる。ま
た、受止め壁5等を別体形成した場合には、魚巣ブロッ
ク1を成形する際に、底盤2に受止め壁5及び塞止め壁
7が無い分だけ形状が単純化し、型枠の設計と脱型とが
容易になる。
Next, in the fish nest block 1 of the second embodiment shown in FIG. 4, the receiving wall and the blocking wall are omitted, or
The receiving wall 5 and the blocking wall 7 are formed separately from the bottom plate 2,
It differs from the first embodiment in that it is attached to the bottom plate 2 with bolts 12. When the receiving wall and the like are omitted, aquatic organisms can easily pass through the upper part of the front edge of the bottom plate 2 and easily escape when the water is reduced as described above. Further, when the receiving wall 5 and the like are formed separately, when the fish nest block 1 is formed, the shape is simplified by the fact that the bottom plate 2 does not have the receiving wall 5 and the blocking wall 7, and Easy to design and demold.

【0034】次に、図5に示す第三実施例の魚巣ブロッ
ク1は、底盤2の上面に形成した縦横に延びる複数の取
付溝20に四角棒状の凸条突起物21を嵌合することに
より、底盤2に凹凸を付けた点において、第一実施例と
相違するものである。本実施例によれば、魚巣の表面積
が増え、自然の河床の状態に近付くので、栗石等の敷設
をしなくてもあるいは敷設量を減らしても、水棲生物の
棲息に適した自然に近い魚巣が形成される。また、水路
歩行の際に、底盤の上面で滑りにくいので、滑落事故を
防止することができる。なお、栗石等を敷設したとき
は、前後方向に延びる凸条突起物21が塞止め壁として
作用する。
Next, in the fish nest block 1 of the third embodiment shown in FIG. 5, square rod-shaped projections 21 are fitted in a plurality of vertically and horizontally mounted mounting grooves 20 formed on the upper surface of the bottom plate 2. Therefore, it is different from the first embodiment in that the bottom plate 2 is provided with irregularities. According to the present embodiment, the surface area of fish nests increases and approaches the state of a natural river bed, so that it is close to nature suitable for habitation of aquatic organisms even without laying stones or reducing the laying amount. A fish nest is formed. Further, when walking in a waterway, it is difficult to slip on the upper surface of the bottom plate, so that a slip accident can be prevented. When rubble stones and the like are laid, the protruding projections 21 extending in the front-rear direction act as blocking walls.

【0035】次に、図6に示す第四実施例の魚巣ブロッ
ク1は、凹凸板25と受止め壁5とを凹凸のある透水性
コンクリートで底盤2とは別体形成し、該底盤2の上に
ボルト12で取付けた点と、該凹凸板25に多数の四角
錐台形状の凸部22と凹部26とを形成することによ
り、底盤2に間接的に凹凸を付けた点において、第一実
施例と相違するものである。なお、底盤2の上面及び支
持壁4の下面は、製造時の容易な脱型のためテーパ面に
なっている。本実施例は、第二実施例及び第三実施例と
同様の効果を併せて奏するとともに、透水性コンクリー
トの多孔質性により酸素や栄養の供給が向上する。
Next, in the fish nest block 1 of the fourth embodiment shown in FIG. 6, the concavo-convex plate 25 and the receiving wall 5 are formed separately from the bottom plate 2 by water-permeable concrete having irregularities. The point that the bottom plate 2 is indirectly roughened by forming a large number of quadrangular truncated pyramid-shaped convex portions 22 and concave portions 26 on the concave and convex plate 25. This is different from the one embodiment. The upper surface of the bottom plate 2 and the lower surface of the support wall 4 are tapered for easy demolding at the time of manufacturing. This embodiment has the same effects as those of the second and third embodiments, and the supply of oxygen and nutrients is improved due to the porosity of the water-permeable concrete.

【0036】次に、図7に示す第五実施例の魚巣ブロッ
ク1は、あまり荷重のかからない受止め壁5を凹凸のあ
る透水性コンクリートで形成し、他の部位を通常のコン
クリートで形成するとともに、該底盤2の上面に縦横に
延びる複数の凸条23を一体形成することにより、受止
め壁5と底盤2に凹凸を付けた点において、第一実施例
と相違するものである。本実施例は、第三実施例と同様
の効果を奏するとともに、透水性コンクリートの多孔質
性により酸素や栄養の供給が向上する。
Next, in the fish nest block 1 of the fifth embodiment shown in FIG. 7, the receiving wall 5 which is not heavily loaded is made of water-permeable concrete having irregularities, and the other parts are made of normal concrete. At the same time, it is different from the first embodiment in that the receiving wall 5 and the bottom plate 2 are made uneven by integrally forming a plurality of vertical and horizontal projections 23 on the upper surface of the bottom plate 2. This example has the same effects as the third example, and the supply of oxygen and nutrients is improved due to the porosity of the water-permeable concrete.

【0037】次に、図8に示す第六実施例の魚巣ブロッ
ク1は、受止め壁5と二本の塞止め壁7とを凹凸のある
透水性コンクリートで底盤2とは別体形成し、該底盤2
にボルト12で取付けた点と、受止め壁5及び塞止め壁
7に水棲生物が通れるトンネル状の通り穴27を設けた
点において、第一実施例と相違するものである。本実施
例は、第四実施例と同様の効果を奏する。
Next, in the fish nest block 1 of the sixth embodiment shown in FIG. 8, the receiving wall 5 and the two blocking walls 7 are formed separately from the bottom plate 2 by uneven water-permeable concrete. , The bottom plate 2
It is different from the first embodiment in that it is attached with bolts 12 and that the receiving wall 5 and the blocking wall 7 are provided with tunnel-shaped through holes 27 through which aquatic life can pass. This embodiment has the same effects as the fourth embodiment.

【0038】次に、図9に示す第七実施例の魚巣ブロッ
ク1は、縦壁3の上半分と支持壁4とを、縦壁3の下半
分までとは別体形成し、該縦壁3の下半分にボルト12
で固定した点と、底盤2の途中部に二つの塞止め壁7を
一体形成し、両塞止め壁7の中央部と支持壁4の前縁と
に突設した支持突起24同志を当接させて、支持壁4の
重量を補助的に支えた点において、第一実施例と相違し
ている。本実施例は、第二実施例及び第三実施例と同様
の効果を併せて奏する。
Next, in the fish nest block 1 of the seventh embodiment shown in FIG. 9, the upper half of the vertical wall 3 and the support wall 4 are formed separately from the lower half of the vertical wall 3 to form a vertical structure. Bolts 12 on the bottom half of wall 3
The two fixing walls 7 are integrally formed in the middle of the bottom plate 2 and the point fixed by the above, and the supporting projections 24 protruding from the central portions of both the closing walls 7 and the front edge of the supporting wall 4 come into contact with each other. Thus, the point that the weight of the support wall 4 is supported auxiliary is different from the first embodiment. This embodiment has the same effects as those of the second and third embodiments.

【0039】次に、図10に示す第八実施例の魚巣ブロ
ック31について説明する。この魚巣ブロック31は三
段分の魚巣ブロックを一体形成したものであって、上下
に1000mmピッチで配された三段の底盤2及び最上
部の天板32を備え、それらの左右方向の長さは200
0mm、前後方向の幅は1000mmである。底盤2の
後縁部はこれらと一体形成された背高の縦壁3によって
連結されている。底盤2の前縁部には左右方向に延びる
受止め壁5が一体的に立設され、その左右には前後方向
の逃げ道6が形成されている。
Next, the fish nest block 31 of the eighth embodiment shown in FIG. 10 will be described. This fish nest block 31 is formed by integrally forming three nests of fish nest blocks, and is provided with a three-tiered bottom plate 2 and an uppermost top plate 32, which are vertically arranged at a pitch of 1000 mm. Length is 200
The width in the front-rear direction is 0 mm and 1000 mm. The rear edges of the bottom plate 2 are connected by a tall vertical wall 3 formed integrally therewith. A receiving wall 5 extending in the left-right direction is integrally provided upright at the front edge of the bottom plate 2, and a front-rear escape path 6 is formed on the left and right sides thereof.

【0040】また、この魚巣ブロック1の左右方向の中
央部には底盤2同志(又は、底盤2と天板32)を連結
して支持する支持壁33が一体的に立設され、その真中
には水棲生物の通り穴34が貫設されている。この支持
壁33は、省略してもよいし、同図に鎖線で示すように
魚巣ブロック31の右端又は左端の一方又は両方に設け
てもよい。下から二段目及び三段目の底盤2の左側端面
には水棲生物が各段間を行き来できる通り溝36が設け
られ、該底盤2の右側端面には通り溝36に浅く嵌合す
る嵌合突起37が設けられている。なお、底盤2の段数
は適宜変更することができる。
A support wall 33 for connecting and supporting the bottom plates 2 (or the bottom plate 2 and the top plate 32) is integrally provided upright at the center of the fish nest block 1 in the left-right direction, and the center of the middle of the support wall 33 is provided. A through hole 34 for aquatic life is formed therethrough. The support wall 33 may be omitted, or may be provided at one or both of the right end and the left end of the fish nest block 31, as shown by the chain line in the figure. A passage groove 36 is provided on the left side end surface of the bottom plate 2 of the second and third stages from the bottom so that aquatic organisms can move between the stages, and a fitting that fits the passage groove 36 shallowly on the right end face of the bottom plate 2. A mating protrusion 37 is provided. The number of steps of the bottom plate 2 can be changed appropriately.

【0041】さて、本実施例の魚巣ブロック31を使用
して、図11に示すような魚巣付き護岸を構築すること
ができる。すなわち、水路の法面15の下部上面にはコ
ンクリート基盤35が打設され、該コンクリート基盤3
5の上面に魚巣ブロック31が傾斜した状態で載置・列
設される。各々の底盤2の上面には栗石等18が敷設さ
れるが、この構築法では底盤2が傾斜して栗石等18が
後部に偏るため、第三乃至第六実施例のように底盤2の
上面を凹凸面にして、栗石等18のみに頼らないことが
好ましい。また、受止め壁5を省略しても、栗石等18
の前方へのこぼれ落ちが起こらない。本実施例は、各段
を前後方向及び左右方向にずらせないことを除いて、第
一実施例と略同様の作用及び効果を奏する。
By using the fish nest block 31 of the present embodiment, a seawall with a fish nest as shown in FIG. 11 can be constructed. That is, the concrete base 35 is placed on the lower upper surface of the slope 15 of the waterway, and the concrete base 3
The fish nest blocks 31 are placed and lined up on the upper surface of 5 in an inclined state. Crushed stones 18 and the like are laid on the upper surface of each bottom plate 2, but in this construction method, since the bottom plate 2 is inclined and the cobblestones 18 are biased toward the rear part, the upper surface of the bottom plate 2 is the same as in the third to sixth embodiments. It is preferable to make the uneven surface not to rely only on the stone 18 or the like. In addition, even if the receiving wall 5 is omitted, the stone 18 etc.
No spillage to the front of This embodiment has substantially the same operation and effect as the first embodiment except that the steps are not displaced in the front-rear direction and the left-right direction.

【0042】次に、図12に示す第九実施例の魚巣ブロ
ック41は、縦壁3を傾斜させた点と、受止め壁5を底
盤2とは別体形成し、該底盤2にボルト12で取付けた
点と、支持壁33を省いた点と、底盤2の上面に透水性
コンクリートで形成した凹凸部材38をボルト12で取
付けた点において、第八実施例と相違するものである。
本実施例によれば、縦壁3がそのままで法面の傾斜に対
応するので、底盤2が略水平に保たれ、栗石等を敷設し
やすいという効果がある。
Next, in the fish nest block 41 of the ninth embodiment shown in FIG. 12, the point where the vertical wall 3 is inclined and the receiving wall 5 are formed separately from the bottom plate 2, and the bottom plate 2 is bolted. 12 is different from the eighth embodiment in that it is attached by means of 12, the support wall 33 is omitted, and an uneven member 38 made of water-permeable concrete is attached by means of bolts 12 on the upper surface of the bottom plate 2.
According to the present embodiment, since the vertical wall 3 corresponds to the slope of the slope, the bottom plate 2 is kept substantially horizontal, and it is easy to lay stones and the like.

【0043】なお、本発明は前記実施例の構成に限定さ
れるものではなく、発明の趣旨から逸脱しない範囲で適
宜変更して具体化することもできる。
The present invention is not limited to the configuration of the above-described embodiment, and can be embodied by appropriately changing it without departing from the spirit of the invention.

【0044】[0044]

【発明の効果】本発明に係る請求項1乃至4記載の魚巣
ブロックは、上記の通り構成されているので、水路の護
岸、落差工、魚道等に使用して、魚、貝、蟹等の水棲生
物の棲息に適した自然に近い魚巣を形成することができ
るとともに、水路の流水量が著しく減少したときには、
水棲生物が魚巣から逃げ出すことができるという優れた
効果を奏する。
EFFECTS OF THE INVENTION Since the fish nest block according to claims 1 to 4 of the present invention is constructed as described above, it can be used for revetment of waterways, head works, fishways, etc. It is possible to form a fish nest close to nature suitable for the aquatic life of, and when the water flow in the waterway decreases significantly,
It has an excellent effect that aquatic life can escape from the fish nest.

【0045】また、請求項5記載の魚巣ブロックによれ
ば、魚巣ブロックを成形する際に、型枠の設計と脱型と
が容易になる。
According to the fish nest block of the fifth aspect, the design and demolding of the mold can be facilitated when molding the fish nest block.

【0046】また、請求項6記載の魚巣ブロックによれ
ば、砂利、栗石又は玉石の敷設をしなくてもあるいは敷
設量を減らしても、水棲生物の棲息に適した自然に近い
魚巣が形成されるとともに、水路歩行の際の滑落事故を
防止することができる。さらに、請求項7記載の魚巣ブ
ロックによれば、透水性コンクリートの多孔質性により
酸素や栄養の供給が向上する。
According to the fish nest block of the sixth aspect, a fish nest close to nature suitable for aquatic life can be obtained without laying gravel, chestnut or cobblestone or reducing the laying amount. As well as being formed, it is possible to prevent slipping accidents when walking in a waterway. Furthermore, according to the fish nest block of claim 7, the porosity of the water-permeable concrete improves the supply of oxygen and nutrients.

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

【図1】本発明を具体化した第一実施例の魚巣ブロック
の斜視図である。
FIG. 1 is a perspective view of a fish nest block according to a first embodiment of the present invention.

【図2】同魚巣ブロックにより構築した魚巣付き護岸の
斜視図である。
FIG. 2 is a perspective view of a seawall with a fish nest constructed by the fish nest block.

【図3】同魚巣ブロックにより構築した魚巣付き落差工
の断面図である。
FIG. 3 is a cross-sectional view of a drop structure with a fish nest constructed by the fish nest block.

【図4】第二実施例の魚巣ブロックの斜視図である。FIG. 4 is a perspective view of a fish nest block of a second embodiment.

【図5】第三実施例の魚巣ブロックの斜視図である。FIG. 5 is a perspective view of a fish nest block according to a third embodiment.

【図6】第四実施例の魚巣ブロックの斜視図である。FIG. 6 is a perspective view of a fish nest block according to a fourth embodiment.

【図7】第五実施例の魚巣ブロックの斜視図である。FIG. 7 is a perspective view of a fish nest block according to a fifth embodiment.

【図8】第六実施例の魚巣ブロックの斜視図である。FIG. 8 is a perspective view of a fish nest block according to a sixth embodiment.

【図9】第七実施例の魚巣ブロックの斜視図である。FIG. 9 is a perspective view of a fish nest block of a seventh embodiment.

【図10】第八実施例の魚巣ブロックの斜視図である。FIG. 10 is a perspective view of a fish nest block of an eighth embodiment.

【図11】同魚巣ブロックにより構築した魚巣付き護岸
の断面図である。
FIG. 11 is a cross-sectional view of a seawall with a fish nest constructed by the fish nest block.

【図12】第九実施例の魚巣ブロックの斜視図である。FIG. 12 is a perspective view of a fish nest block of a ninth embodiment.

【符号の説明】[Explanation of symbols]

1 魚巣ブロック 2 底盤 3 縦壁 4 支持壁 5 受止め壁 6 逃げ道 7 塞止め壁 8 逃げ道 20 取付溝 21 凸条突起
物 22 凸部 23 凸条 24 支持突起 25 凹凸板 26 凹部 31 魚巣ブロ
ック 38 凹凸部材 41 魚巣ブロ
ック
1 Fish nest block 2 Bottom plate 3 Vertical wall 4 Support wall 5 Retaining wall 6 Escape path 7 Blocking wall 8 Escape path 20 Mounting groove 21 Convex projection 22 Convex section 23 Convex section 24 Supporting projection 25 Uneven plate 26 Recessed section 31 Fish nest block 38 Concavo-convex member 41 Fish nest block

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 底盤と、該底盤の後縁部に立設された縦
壁と、該縦壁の上端から前方に突設された支持壁とを備
えた魚巣ブロック。
1. A fish nest block comprising a bottom plate, a vertical wall erected on a rear edge portion of the bottom plate, and a support wall protruding forward from an upper end of the vertical wall.
【請求項2】 上下に間隔をおいて配された複数段の底
盤と、該底盤の後縁部を連結する縦壁とを備えた魚巣ブ
ロック。
2. A fish nest block comprising a plurality of bottom plates vertically arranged at intervals and a vertical wall connecting rear edges of the bottom plates.
【請求項3】 底盤の前縁部に左右方向に延びる受止め
壁が立設され、該受止め壁の一部に水棲生物の逃げ道が
形成された請求項1又は2記載の魚巣ブロック。
3. The fish nest block according to claim 1, wherein a receiving wall extending in the left-right direction is provided upright on the front edge of the bottom plate, and an escape path for aquatic organisms is formed in a part of the receiving wall.
【請求項4】 底盤の左縁部、右縁部又は途中部に前後
方向に延びる塞止め壁が立設され、該塞止め壁の一部に
水棲生物の逃げ道が形成された請求項1又は2記載の魚
巣ブロック。
4. A blocking wall extending in the front-rear direction is provided upright on the left edge, right edge or midway of the bottom plate, and an escape path for aquatic organisms is formed in a part of the blocking wall. The fish nest block described in 2.
【請求項5】 受止め壁又は塞止め壁は、底盤とは別体
形成され、該底盤に取付けられたものである請求項3又
は4記載の魚巣ブロック。
5. The fish nest block according to claim 3 or 4, wherein the receiving wall or the blocking wall is formed separately from the bottom plate and is attached to the bottom plate.
【請求項6】 表面の少なくとも一部に凹凸が付けられ
た請求項1又は2記載の魚巣ブロック。
6. The fish nest block according to claim 1 or 2, wherein at least a part of the surface thereof has irregularities.
【請求項7】 底盤、受止め壁若しくは塞止め壁又はこ
れらへの取付物が凹凸のある透水性コンクリートで形成
された請求項6記載の魚巣ブロック。
7. The fish nest block according to claim 6, wherein the bottom plate, the receiving wall or the blocking wall, or an attachment to these is made of water-permeable concrete having irregularities.
JP4139897A 1992-04-30 1992-04-30 Fish nest block Expired - Fee Related JP2709429B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4139897A JP2709429B2 (en) 1992-04-30 1992-04-30 Fish nest block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4139897A JP2709429B2 (en) 1992-04-30 1992-04-30 Fish nest block

Publications (2)

Publication Number Publication Date
JPH05306508A true JPH05306508A (en) 1993-11-19
JP2709429B2 JP2709429B2 (en) 1998-02-04

Family

ID=15256165

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4139897A Expired - Fee Related JP2709429B2 (en) 1992-04-30 1992-04-30 Fish nest block

Country Status (1)

Country Link
JP (1) JP2709429B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016217062A (en) * 2015-05-25 2016-12-22 鹿島建設株式会社 Fish way structural body
CN116289814A (en) * 2023-03-22 2023-06-23 深圳市北林苑景观及建筑规划设计院有限公司 Migration fishway system for urban river drop engineering

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3079325U (en) * 2001-01-31 2001-08-17 アイリスオーヤマ株式会社 rack

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3079325U (en) * 2001-01-31 2001-08-17 アイリスオーヤマ株式会社 rack

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016217062A (en) * 2015-05-25 2016-12-22 鹿島建設株式会社 Fish way structural body
CN116289814A (en) * 2023-03-22 2023-06-23 深圳市北林苑景观及建筑规划设计院有限公司 Migration fishway system for urban river drop engineering

Also Published As

Publication number Publication date
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