JPH0440482B2 - - Google Patents

Info

Publication number
JPH0440482B2
JPH0440482B2 JP57178127A JP17812782A JPH0440482B2 JP H0440482 B2 JPH0440482 B2 JP H0440482B2 JP 57178127 A JP57178127 A JP 57178127A JP 17812782 A JP17812782 A JP 17812782A JP H0440482 B2 JPH0440482 B2 JP H0440482B2
Authority
JP
Japan
Prior art keywords
seawall
bank protection
blocks
protection part
wall
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 - Lifetime
Application number
JP57178127A
Other languages
Japanese (ja)
Other versions
JPS5968411A (en
Inventor
Haruhiko Wagi
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.)
KEIHAN CONCRETE KOGYO KK
Original Assignee
KEIHAN CONCRETE KOGYO KK
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 KEIHAN CONCRETE KOGYO KK filed Critical KEIHAN CONCRETE KOGYO KK
Priority to JP17812782A priority Critical patent/JPS5968411A/en
Publication of JPS5968411A publication Critical patent/JPS5968411A/en
Publication of JPH0440482B2 publication Critical patent/JPH0440482B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Retaining Walls (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、川岸、海岸等の護岸に関し、さらに
詳しくはい、護岸の上側において草木が生育可能
となつており、下側において魚類等が棲息可能の
なつて、自然保護に資することのできる護岸な関
する。
[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to revetments for river banks, coasts, etc., and more specifically, plants can grow on the upper side of the revetment, and fish etc. can live on the lower side. As soon as possible, we will build seawalls that can contribute to nature conservation.

(従来の技術) 川岸、海岸または堤防等を水流、波浪等による
侵食から守るために、護岸工事がなされている。
(Prior Art) In order to protect river banks, coasts, embankments, etc. from erosion caused by water currents, waves, etc., bank protection construction is performed.

一般に行なわれている護岸工事では、単にコン
クリートブロツクや石材を岸に貼り付けて水流や
波浪から岸を守るものであつた。
Generally speaking, seawall construction involves simply attaching concrete blocks or stones to the shore to protect it from water currents and waves.

ところで、前記コンクリートブロツク等を貼り
付けるだけの護岸工事は、コンクリートブロツ
ク、石材等で岸を覆う結果として、当該工事個所
の土壌面がなくなり、植物の生育が不可能となつ
たり、あるいは魚等の水中動物にとつて好適な棲
息場所がなくなる等、自然の動植物の生態環境を
著しく破壊しているのが現状である。
By the way, bank protection work that involves simply pasting concrete blocks, etc., may result in covering the bank with concrete blocks, stones, etc., and as a result, there will be no soil surface at the construction site, making it impossible for plants to grow or for fish etc. The current situation is that the natural ecological environment of flora and fauna is being severely destroyed, with suitable habitats disappearing for aquatic animals.

前記欠点を改善するものとして、植生と漁礁と
を行なうようにした護岸も提案されている。(特
開昭56−39242号公報、特開昭56−412号公報参
照) (発明が解決しようとする課題) しかしながら、公知の植生と漁礁の両機能を持
つ護岸には次のような問題点があつた。
In order to improve the above-mentioned drawbacks, seawalls with vegetation and fishing reefs have also been proposed. (Refer to JP-A-56-39242 and JP-A-56-412.) (Problems to be solved by the invention) However, the known seawalls that have both the functions of vegetation and fishing reefs have the following problems. It was hot.

即ち、魚の棲息環境としては、該流に対して開
口することによつてプランクトン等の食物が入り
込み易くなつている開口棲息域と外敵から身を守
るために、閉鎖しかつ暗くなつている閉鎖棲息域
の両域が必要である。しかも、それらの開口棲息
域と閉鎖棲息域とが連通状態となつて、簡単に開
口棲息域から閉鎖棲息域に逃げ込めるようになつ
ていなければならない。
In other words, the two habitats for fish are open habitats where food such as plankton can easily enter by opening to the flow, and closed habitats where they are closed and dark to protect themselves from predators. Both areas are necessary. Moreover, these open habitats and closed habitats must be in communication so that they can easily escape from the open habitat to the closed habitat.

ところが、前記公知の護岸では、開口棲息域と
閉鎖棲息域との連通が上下左右に連通状態となつ
ていないので、魚の棲息域としては不十分なもの
であつた。
However, in the above-mentioned known seawall, the open habitat area and the closed habitat area are not communicated vertically and horizontally, and therefore are insufficient as a habitat for fish.

又、公知の漁礁ブロツクでは、1種類だけのブ
ロツクで開口棲息域と閉鎖棲息域の両機能を持つ
ものを構成していないので、高コストとなつてし
まう問題点もあつた。
In addition, the known fishing reef block does not have the functions of both an open habitat and a closed habitat with only one type of block, and therefore has the problem of high cost.

そこで、本発明の目的は、2種類のブロツクだ
けで植生と漁礁の両機能を果たすと同時に、魚礁
の開口棲息域と閉鎖棲息域の両者が上下左右に自
由に連通状態とすることによつて魚の棲息に効果
的な漁礁を提供し、以て護岸工事がなされても自
然生物の生態環境を害することのない護岸を提供
することにある。
Therefore, the object of the present invention is to fulfill the functions of both vegetation and fishing reef using only two types of blocks, and at the same time, to allow both the open habitat area and the closed habitat area of the fish reef to freely communicate vertically and horizontally. The objective is to provide an effective fishing reef for fish habitat, and thereby provide a seawall that will not harm the ecological environment of natural creatures even if seawall construction is performed.

(課題を解決するための手段) 本発明の特徴とするところは、上下左右に多数
組合わせて護岸工事を行なう護岸ブロツク2,3
において、護岸の上方かつ水面線よりも上に連接
される前記ブロツク2が、岸に当接される方形の
護岸部7と、護岸部7の左右両端の一部を残して
中央に寄せて該護岸部7より前方へ垂直に突出形
成される2片の側壁8と、該2片の側壁8の中央
に形成された開口9と、前記護岸部7との間に間
隙11をもつて形成された前記護岸部7と等幅の
下壁10とからなり、護岸の下方かつ水面線より
も下に連設される前記ブロツク3が、岸に当接さ
れる方形の護岸部7と、該護岸部7左右両端の一
部を残して中央に寄せて該護岸部7より前方へ垂
直に突出形成される2片の側壁8′と、該2片の
側壁8′の中央に形成された開口9と、前記角側
壁8′の突出端から左右方向に前記護岸部7と等
幅に延びて設けられた2片の閉鎖壁12と、該閉
鎖壁12の下部から護岸部7に向かつて延びると
同時に両側壁8′間に延びて設けられた下壁10
と、前記下壁10と護岸部7との間に形成された
間隙11とを有し、かつ該ブロツク3が上下に互
いに半分だけを位相をずらせて設置されてなり、
2種類の護岸ブロツク2,3によつて草木の植生
と魚の漁礁の両機能を持たせたことにある。
(Means for Solving the Problems) The present invention is characterized by the construction of revetment blocks 2 and 3 that perform revetment work by combining a large number of them vertically and horizontally.
In this case, the blocks 2 connected above the seawall and above the water surface line include a rectangular seawall part 7 that contacts the shore, and a part of the left and right ends of the seawall part 7 that are moved toward the center. A gap 11 is formed between two side walls 8 vertically protruding forward from the sea wall 7, an opening 9 formed at the center of the two side walls 8, and the sea wall 7. The block 3 is made up of a rectangular revetment part 7 that contacts the shore and a lower wall 10 of equal width, and is connected below the revetment and below the water line. Two pieces of side walls 8' are formed to project vertically forward from the bank protection part 7, leaving a part of the left and right ends of the part 7, and an opening 9 formed in the center of the two pieces of side walls 8'. and two closing walls 12 extending from the protruding end of the corner side wall 8' in the left-right direction to have the same width as the bank protection part 7, and extending from the lower part of the closing wall 12 toward the bank protection part 7. At the same time, a lower wall 10 is provided extending between both side walls 8'.
and a gap 11 formed between the lower wall 10 and the bank protection part 7, and the blocks 3 are installed vertically with only half of the phase shifted from each other,
The two types of seawall blocks 2 and 3 function as both vegetation and fish reefs.

(実施例) 以下に、本発明の一実施例を、図を参照して説
明する。この実施例では、護岸のうちコンクリー
トブロツク係るものであるが、以下の説明から判
るとおり、材質によつて限定されるものではな
い。
(Example) An example of the present invention will be described below with reference to the drawings. In this embodiment, concrete blocks are used as part of the seawall, but as will be understood from the following explanation, the material is not limited to the material.

第1図は、本発明の一実施例に係る護岸用ブロ
ツクにより工事した護岸の正面を示す。護岸用コ
ンクリートブロツクを縦横の多数突合せて護岸を
形成する。第2図は、この第1図のX−X線断面
図である。
FIG. 1 shows the front of a seawall constructed using a seawall block according to an embodiment of the present invention. A seawall is formed by joining together many concrete blocks vertically and horizontally. FIG. 2 is a sectional view taken along the line X--X of FIG. 1.

線Aは、平常時の水平線であり、A線以下は水
中である。ブロツク1は、護岸の上方の部分と下
方の部分を区画しており、上方の部分はブロツク
2によつて凹部を多数設けて土壌収容部とする。
この土壌収容部は更に、前記線Aを越える最上段
列を普通の草木のためのものaと、線A以下の3
段列を水草のためのものbとに分ける。aブロツ
クの上をブロツク4でカバーする。一方、ブロツ
ク1の下方の部分は、ブロツク3によつて凹部を
多数設けて漁礁cを形成する。
Line A is the horizontal line under normal conditions, and the area below line A is underwater. The block 1 separates the upper part and the lower part of the seawall, and the upper part is made into a soil storage part by providing a large number of recesses with the block 2.
This soil storage section further includes a top row beyond the line A for ordinary plants, and a third row below the line A.
Divide the rows into rows b for aquatic plants and rows b for aquatic plants. Cover the top of block a with block 4. On the other hand, in the lower part of the block 1, a large number of recesses are provided by the block 3 to form a fishing reef c.

漁礁cは、正面が開口している漁礁室5と、こ
れと反対に、正面が閉鎖している漁礁室6とから
なり、各漁礁室の内側を縦横に連通する。
The reef c consists of a reef chamber 5 with an open front and a reef chamber 6 with a closed front, and communicates the inside of each reef chamber vertically and horizontally.

以上のように形成された護岸の土壌収容部a,
bに土壌を収容する。こうすれば、a部には普通
の草木が、b部には水草が自然に生育するが、人
為的に任意の草木を当初より植えてもよい。
Soil storage part a of the seawall formed as above,
Place the soil in b. In this way, normal plants will naturally grow in part a and aquatic plants will grow in part b, but any plants may be artificially planted from the beginning.

一方、護岸の漁礁c部は、上述したように、正
面が開放的となつている漁礁室5と、閉鎖されて
いる漁礁室6が上下、左右に交互に配置され、各
漁礁室5,6は内側で連通されている。そのた
め、魚の実際の種々の生態に応じた構造となつて
いる。すなわち、魚にはテリトリーがあるが、区
画することによりテリトリーを明細とす。又、魚
は暗い部分に身をかくして外敵から保身する習性
があるので、閉鎖された漁礁室6を設けるもので
ある。さらに各漁礁室5,6を連通することによ
り各漁礁室5,6間を魚が移動できる。また、漁
礁c室部は、ブロツク間の下方が全て連通してあ
るため、水位が第2図のB線まで下がつても、魚
は破線矢印GのようにB線水位以下のブロツクに
逃げることができるし、更に上のブロツクの水
が、下のブロツクへ流れてしまうため、低水位の
状態が長く続いてもブロツクに水を溜めることに
より不潔となることもない。
On the other hand, in the reef c section of the seawall, as described above, the reef chambers 5 with open fronts and the closed reef chambers 6 are arranged alternately vertically and horizontally, and each reef chamber 5, 6 are connected on the inside. Therefore, the structure is adapted to the various actual ecology of fish. In other words, each fish has a territory, and the territory is defined by dividing it into sections. Also, since fish have a habit of hiding in dark areas to protect themselves from predators, a closed reef chamber 6 is provided. Furthermore, by communicating the reef chambers 5 and 6, fish can move between the reef chambers 5 and 6. In addition, in the fishing reef C chamber, all the lower parts between the blocks are connected, so even if the water level drops to line B in Figure 2, fish will escape to the blocks below the water level of line B, as shown by the broken arrow G. Furthermore, since the water in the upper block flows to the lower block, even if the water level remains low for a long time, water will not accumulate in the block and cause it to become unclean.

次に、ブロツク2,3の形状を説明する。 Next, the shapes of blocks 2 and 3 will be explained.

第3図は、ブロツクう2を示し、矢印Y方向は
護岸正面を示す。7は正面方形の護岸部7であ
り、水流による岸の侵食を防止する部分である。
この護岸部7の上に2片の側壁8が左右端部より
やや中心部の位置に立設されている。この側壁8
の中心には開口9が設けられている。側壁8の下
には、護岸部7方向に下壁10が前記護岸部7と
等幅に設けられており、護岸部7との間には間隙
11がある。開口9は種子、土砂、水分、肥料分
などの横方向移動を可能とする好ましい実施例で
あり、間隙11は上記各成分の上下方向移動を可
能にする好ましい実施例である。さらに、開口
9、間隙11は重量低減、コスト低下にも寄与す
るものである。第4図はブロツク3を示し、矢印
Y′は護岸正面を示す。ブロツク3ではブロツク
2のものに閉鎖壁が付加されている。すなわち、
2片の側壁8′の内、右の側壁8′の正面右方向に
閉鎖壁12が設けられており、左の側壁8′の正
面左方にも同様に閉鎖壁12が設けられている。
閉鎖壁12は、各側壁8′から左右方向に護岸部
2と等幅に延びて設けられている。閉鎖壁12の
下部から護岸部7に向かつて延びると同時に両側
壁8′間に延びて下壁10が設けられている。下
壁10と護岸部7の間には間隙11が形成されて
いる。単1のブロツク3の側壁8′に挟まれる空
間が開口した漁礁5を形成し、また、左右に隣接
したブロツク3の側部と互いに合体して閉鎖的漁
礁室6を形成する。
Figure 3 shows block 2, and the direction of arrow Y shows the front of the seawall. 7 is a rectangular bank protection part 7, which is a part that prevents erosion of the bank by water flow.
Two pieces of side walls 8 are erected on top of this seawall 7 at positions slightly closer to the center than the left and right ends. This side wall 8
An opening 9 is provided in the center. Below the side wall 8, a lower wall 10 is provided with the same width as the bank protection part 7 in the direction of the bank protection part 7, and there is a gap 11 between the bottom wall 10 and the bank protection part 7. The opening 9 is a preferred embodiment that allows the lateral movement of seeds, soil, water, fertilizer, etc., and the gap 11 is a preferred embodiment that allows the above-mentioned components to move in the vertical direction. Furthermore, the opening 9 and the gap 11 also contribute to weight reduction and cost reduction. Figure 4 shows block 3, with the arrow
Y′ indicates the front of the seawall. Block 3 has a closing wall added to that of block 2. That is,
Of the two side walls 8', a closing wall 12 is provided on the front right side of the right side wall 8', and a closing wall 12 is similarly provided on the front left side of the left side wall 8'.
The closing wall 12 is provided to extend from each side wall 8' in the left-right direction to have the same width as the bank protection part 2. A lower wall 10 is provided extending from the lower part of the closing wall 12 toward the bank protection part 7 and between both side walls 8'. A gap 11 is formed between the lower wall 10 and the bank protection part 7. The space sandwiched between the side walls 8' of a single block 3 forms an open fishing reef 5, and is combined with the side portions of left and right adjacent blocks 3 to form a closed fishing reef chamber 6.

(発明の効果) 以上のように構成された本発明では、次のよう
な効果を奏する。
(Effects of the Invention) The present invention configured as described above has the following effects.

すなわち、護岸の上側に土壌を収容する凹部を
形成し、草木の生育可能とし、且つ、護岸の下側
は魚の棲息可能な凹部からなる漁礁部を形成して
あるから、護岸工事をしても岸の自然環境を維持
することができ、自然保護の目的が達せられる。
In other words, a depression is formed on the upper side of the seawall to accommodate soil, allowing plants and trees to grow, and a fishing reef area is formed on the bottom side of the seawall, which is a depression where fish can live, so even if the seawall is constructed, The natural environment of the shore can be maintained and the purpose of nature conservation can be achieved.

護岸の漁礁部に、開放的な漁礁室と閉鎖的な漁
礁室の2種の交互に配置し、且つ、漁礁室間を上
下左右に連通されているので、魚の生態によく適
した魚礁とできる。また、漁礁部の縦列の漁礁間
を連通させているので、水位が下がつても魚が下
に逃げられることができ、また水が溜まらないた
め不潔な水溜りができない。
Two types of open reef chambers and closed reef chambers are arranged alternately in the reef section of the seawall, and the reef chambers are connected vertically and horizontally, creating a reef well suited to the ecology of fish. . In addition, since the vertical rows of reefs in the reef section are connected to each other, even when the water level drops, fish can escape to the bottom, and water does not collect, so there is no possibility of filthy puddles.

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

第1図は本発明の一実施例に係る護岸を示す正
面図、第2図は第1図のX−X線断面図、第3図
は第1図の護岸を構成するコンクリートブロツク
を示す斜視図、第4図は第1図の護岸を構成する
コンクリートブロツクの他の形状のものを示す斜
視図である。 2:ブロツク、3:ブロツク、7:護岸部、
8:側壁、8′:側壁、9:開口、10:下壁、
11:間隙、12:閉鎖壁、a,b:土壌収容
部、c:漁礁部。
Fig. 1 is a front view showing a seawall according to an embodiment of the present invention, Fig. 2 is a sectional view taken along the line X-X of Fig. 1, and Fig. 3 is a perspective view showing a concrete block constituting the seawall of Fig. 1. 4 are perspective views showing concrete blocks of other shapes constituting the seawall of FIG. 1. 2: Block, 3: Block, 7: Seawall,
8: side wall, 8': side wall, 9: opening, 10: lower wall,
11: gap, 12: closing wall, a, b: soil storage area, c: fishing reef area.

Claims (1)

【特許請求の範囲】 1 上下、左右に多数組合せて護岸工事を行う護
岸ブロツク2,3において、 護岸の上方かつ水面線よりも上に連設される前
記ブロツク2が、岸に当接される方形の護岸部7
と、該護岸部7の左右両端の一部を残して中央に
寄せて該護岸部7より前方へ垂直に突出形成され
る2片の側壁8と、該2片の側壁8の中央に形成
された開口9と、前記護岸部7との間に間〓11
をもつて形成された前記護岸部7と等幅の下壁1
0とからなり、 護岸の下方かつ水面線よりも下に連設される前
記ブロツク3が、岸に当接される方形の護岸部7
と、該護岸部7の左右両端の一部を残して中央に
寄せて該護岸部7より前方へ垂直に突出形成され
る2片の側壁8′と、該2片の側壁8′の中央に形
成された開口9と、前記各側壁8′の突出端から
左右方向に前記護岸部7と等幅に延びて設けられ
た2片の閉鎖壁12と、該閉鎖壁12の下部から
護岸部7に向かつて延びると同時に両側壁8′間
に延びて設けられた下壁10と、前記下壁10と
護岸部7との間に形成された間〓11とを有し、
かつ該ブロツク3が上下に互いに半分だけ位相を
ずらせて設置されてなり、 2種類の護岸ブロツク2,3によつて草木の植
生と魚の漁礁の両機能を持たせたことを特徴とす
る護岸。
[Scope of Claims] 1. In the revetment blocks 2 and 3 in which revetment work is performed by combining a large number of blocks vertically, horizontally, and horizontally, the blocks 2, which are connected above the revetment and above the water surface line, are in contact with the shore. Square seawall 7
, two pieces of side walls 8 are formed protruding perpendicularly forward from the bank protection part 7 by leaving a part of both left and right ends of the bank protection part 7 toward the center; There is a gap 11 between the opening 9 and the bank protection part 7.
A lower wall 1 having the same width as the bank protection part 7 formed with
0, and the blocks 3, which are connected below the seawall and below the water surface line, are a rectangular seawall part 7 in which the blocks 3 are in contact with the bank.
, two pieces of side walls 8' are formed to protrude vertically forward from the bank protection part 7 by leaving a part of both left and right ends of the bank protection part 7 in the center, and in the center of the two pieces of side walls 8' The formed opening 9, two pieces of closing wall 12 extending from the protruding end of each side wall 8' in the left-right direction to the same width as the bank protection part 7, and the bank protection part 7 extending from the lower part of the closing wall 12. It has a lower wall 10 extending toward the opposite side walls 8' and a gap 11 formed between the lower wall 10 and the bank protection part 7,
The seawall is characterized in that the blocks 3 are installed vertically with a half phase shift from each other, and the two types of seawall blocks 2 and 3 function as both vegetation and fish reefs.
JP17812782A 1982-10-09 1982-10-09 Revetment Granted JPS5968411A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17812782A JPS5968411A (en) 1982-10-09 1982-10-09 Revetment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17812782A JPS5968411A (en) 1982-10-09 1982-10-09 Revetment

Publications (2)

Publication Number Publication Date
JPS5968411A JPS5968411A (en) 1984-04-18
JPH0440482B2 true JPH0440482B2 (en) 1992-07-03

Family

ID=16043122

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17812782A Granted JPS5968411A (en) 1982-10-09 1982-10-09 Revetment

Country Status (1)

Country Link
JP (1) JPS5968411A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0611979B2 (en) * 1987-05-01 1994-02-16 株式会社北松セメント工業所 Earth retaining method using blocks

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56412A (en) * 1979-06-16 1981-01-06 Sugiaki Kusatake Construction process for revetment or retaining wall, and its block
JPS5639242A (en) * 1979-09-01 1981-04-14 Sugiaki Kusatake Method of constructing active retaining wall and active block

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6136599Y2 (en) * 1978-01-18 1986-10-23
JPS5562650U (en) * 1978-10-21 1980-04-28

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56412A (en) * 1979-06-16 1981-01-06 Sugiaki Kusatake Construction process for revetment or retaining wall, and its block
JPS5639242A (en) * 1979-09-01 1981-04-14 Sugiaki Kusatake Method of constructing active retaining wall and active block

Also Published As

Publication number Publication date
JPS5968411A (en) 1984-04-18

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