JP2829493B2 - River revetment structures - Google Patents

River revetment structures

Info

Publication number
JP2829493B2
JP2829493B2 JP28438294A JP28438294A JP2829493B2 JP 2829493 B2 JP2829493 B2 JP 2829493B2 JP 28438294 A JP28438294 A JP 28438294A JP 28438294 A JP28438294 A JP 28438294A JP 2829493 B2 JP2829493 B2 JP 2829493B2
Authority
JP
Japan
Prior art keywords
vegetation
river
vegetation box
revetment
steel sheet
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
JP28438294A
Other languages
Japanese (ja)
Other versions
JPH08120644A (en
Inventor
肇一 鳥崎
雅樹 篠原
健次 昇
豊 坂田
久雄 飯田
雅彦 勝谷
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.)
DOBOKU KENKYU SENTAA
JFE Steel Corp
Kubota Corp
JFE Engineering Corp
Nippon Steel Corp
Original Assignee
DOBOKU KENKYU SENTAA
Kubota Corp
Nippon Steel Corp
Sumitomo Metal Industries Ltd
Kawasaki Steel Corp
Nippon Kokan 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 DOBOKU KENKYU SENTAA, Kubota Corp, Nippon Steel Corp, Sumitomo Metal Industries Ltd, Kawasaki Steel Corp, Nippon Kokan Ltd filed Critical DOBOKU KENKYU SENTAA
Priority to JP28438294A priority Critical patent/JP2829493B2/en
Publication of JPH08120644A publication Critical patent/JPH08120644A/en
Application granted granted Critical
Publication of JP2829493B2 publication Critical patent/JP2829493B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Revetment (AREA)

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、鋼矢板やコンクリート
による護岸壁において、植生及び魚類等の休憩、避難や
魚巣に適した場所を得られるようにした、河川の護岸構
造物に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seawall structure made of steel sheet pile or concrete, which can provide a place suitable for resting, evacuating, or nesting fish and vegetation, etc. is there.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】河川の
護岸構造としては、鋼矢板やコンクリートにより構築さ
れたものが知られている。これらの護岸構造物は、一般
に壁面が多少の凹凸をなすものもあるが、全体としては
平面状をなしている。そのため、護岸付近の水中または
水際部には、魚類の休憩場所や洪水時の避難場所となる
のに重要な淵とその周りにバリア的な役割を果す瀬とな
る部分が殆どなく、魚類の生息に適さないとともに、植
生の場も失われている。
2. Description of the Related Art As a bank protection structure for a river, a structure constructed of steel sheet pile or concrete is known. These revetment structures generally have a slightly uneven wall surface, but are generally flat. For this reason, there is little in the water near the revetment or near the shore, where there is almost no pool that plays an important role as a rest area for fish or as an evacuation site during floods, and a barrier that plays a barrier role. It is unsuitable for vegetation and vegetation has been lost.

【0003】魚類等の生息及び植生の場としては、瀬や
淵のような流速の穏やかな場を有していることが重要で
あるが、上述のように、鋼矢板やコンクリートによる護
岸では、そのような場が失われているため、河川は単な
る水の流路として機能するだけのものとなり、自然環境
が損なわれているといった状況である。
[0003] It is important to have a place where fish and the like inhabit and vegetation have a gentle flow velocity, such as a current or a deep pool. Due to the loss of such places, rivers simply function as channels for water, and the natural environment is impaired.

【0004】本発明は、上述した問題にかんがみ、河川
の鋼矢板等による護岸において、瀬や淵のような流速の
変化した個所を形成し、ヨシ等の生育の場を得られるよ
うにし、植生による環境の良化と、魚類等生物の生息に
適した環境を作り出すことのできる護岸構造物を提供し
ようとするものである。
SUMMARY OF THE INVENTION In view of the above problems, the present invention provides a vegetation where reeds and other reeds can be obtained by forming places where the flow velocity has changed, such as rivers and flutes, on a seawall made of steel sheet piles or the like. It is an object of the present invention to provide a seawall structure that can improve the environment by the above and create an environment suitable for the inhabitation of living organisms such as fish.

【0005】[0005]

【課題を解決するための手段】上記の目的を達成するた
めの本発明の構成について、実施例に対応する図面を参
照して説明すると、請求項1の構造物は、鋼矢板1等に
より立設された護岸壁Aの河川側の壁面に、L形に屈曲
して形成した囲み板2の内側下端に植生マット6を設け
てなる植生ボックスCを突出して設けたことを特徴とす
るものである。
The structure of the present invention for achieving the above object will be described with reference to the drawings corresponding to the embodiments. The structure of claim 1 is constituted by a steel sheet pile 1 or the like. A vegetation box C provided with a vegetation mat 6 is provided at the lower end on the inner side of the enclosing plate 2 formed by bending into an L-shape on the river-side wall surface of the provided revetment wall A. is there.

【0006】また、請求項2の構造物は、請求項1の構
造物において、植生ボックスCの下端に、水流を横切る
方向に延長する、延長阻流板16を付設したことを特徴と
するものである。
According to a second aspect of the present invention, in the structure of the first aspect, an extension baffle plate 16 is provided at a lower end of the vegetation box C so as to extend in a direction crossing the water flow. It is.

【0007】また、請求項3の構造物は、請求項1の構
造物において、植生ボックスCの下端に、囲み板2と同
様に形成した延長囲み板17を付設したことを特徴とする
ものである。
[0007] The structure of claim 3 is characterized in that, in the structure of claim 1, an extension enclosing plate 17 formed in the same manner as the enclosing plate 2 is provided at the lower end of the vegetation box C. is there.

【0008】[0008]

【作用】本発明によれば、護岸壁に植生ボックスCを突
設し、その内側に植生マット6を設けたので、植生ボッ
クスC内及びその下流側には、流速の緩和された領域X
が作り出されて、魚類等の休憩や洪水時の避難に適した
場所が得られる。また、植生マット6への植物10の植え
付けにより、魚類等の産卵やバクテリア等の付着、繁殖
が進み、生物の育成と自然環境の良化、河川の浄化が図
られる。
According to the present invention, the vegetation box C protrudes from the revetment wall and the vegetation mat 6 is provided inside the vegetation box C. Therefore, in the vegetation box C and on the downstream side thereof, the region X with the reduced flow velocity is provided.
Is created, providing a suitable place for resting fish and evacuation during floods. Also, by planting the plant 10 on the vegetation mat 6, the spawning of fish and the like, the attachment of bacteria and the like, and the breeding of the vegetation mat 6 progress, the breeding of organisms, the improvement of the natural environment, and the purification of rivers are achieved.

【0009】[0009]

【実施例】以下、本発明の実施例について図面を参照し
て説明する。図1は鋼矢板の連設による護岸構造物を例
示した平面図、図2は同斜面図で、図中Aは護岸壁、B
は河川である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a plan view illustrating a revetment structure formed by connecting steel sheet piles in succession, FIG.
Is a river.

【0010】護岸壁Aは、一般に使用されているU形の
鋼矢板1の多数を、互いにそれらの両端縁に設けられた
継手を嵌合、連結して形成され、その下部は地盤に根入
れして立設されている。また、護岸壁Aには、図示を略
したが、従来公知のように、その長手方向に延長する鋼
材を結合して補強し、或は地面側にアンカー材を打設し
てやることができる。
The revetment wall A is formed by connecting a large number of commonly used U-shaped steel sheet piles 1 with joints provided at both ends thereof, and connecting the lower part thereof to the ground. It is erected. Although not shown, the revetment wall A can be reinforced by connecting a steel material extending in the longitudinal direction of the revetment wall A, or an anchor material can be provided on the ground side, as is conventionally known.

【0011】護岸壁Bを構成する多くの鋼矢板1,1の
うち、河川B側に出張っている所要の鋼矢板1には、そ
の出張った台面部3を利用し、その水中或は水際の個所
に、植生ボックスCが設けられている。この植生ボック
スCは、その所要数が、護岸壁Bの長さ方向や上下方向
に適宜な間隔をおいて設けられる。
Of the many steel sheet piles 1, 1 constituting the revetment wall B, the required steel sheet pile 1 traveling on the river B side uses the table surface portion 3 on which the business trip has been made, and uses the underwater or water edge. A vegetation box C is provided at each location. The required number of the vegetation boxes C is provided at appropriate intervals in the length direction and the vertical direction of the revetment wall B.

【0012】植生ボックスCは、鋼矢板1の台面部1a
から、水流を横切る方向に突出する阻流板部3とその先
端より水流に沿う方向に延長する遮蔽板部4とによりく
字形或は弧状に屈曲して形成した囲み板2の内側下端部
に、ほぼ四角形の枠板或は多孔板(グレーチング、網
板、エキスパンドメタル等)で形成した支持板5を固着
し、この支持板5の上に、例えば植生土7を粗いスポン
ジ8で包んだ植生マット6を添着した構造のものとなっ
ている。そして、植生ボックスCは、阻流板部3の外端
縁を鋼矢板1に溶接等により固着して取付けられる。そ
して、植生マット6には、図1に示すように、アシやヨ
シ等の植物10,10が適宜植え付けられる。
[0012] The vegetation box C is composed of the base 1a of the steel sheet pile 1.
From a baffle plate 3 protruding in a direction crossing the water flow and a shielding plate 4 extending from the end thereof in a direction along the water flow. A vegetation in which a vegetation soil 7 is wrapped with a coarse sponge 8, for example, is fixed on a support plate 5 formed of a substantially square frame plate or a perforated plate (grating, mesh plate, expanded metal, or the like). It has a structure with a mat 6 attached. The vegetation box C is attached by fixing the outer edge of the baffle plate portion 3 to the steel sheet pile 1 by welding or the like. As shown in FIG. 1, plants 10 such as reeds and reeds are planted on the vegetation mat 6 as appropriate.

【0013】植生ボックスCの取付けにより、植生ボッ
クスC内及びその下流側には、河川の流速に対して遅い
流速の緩流域Xが作り出される。実験によると、河川の
流速V1=145cm/s において、阻流板部3の大きさを50cm
角とした植生ボックスCを取付けた場合に、植生ボック
スCの下流側には、流速V1の約2分の1の流速V2の緩流
域Xの長さLが約250cm にわたることが認められ、従来
のよどみや淵に相応するような緩流域Xが相当広い範囲
に作り出されることがわかった。
By mounting the vegetation box C, a gentle flow zone X having a flow velocity lower than the flow velocity of the river is created in the vegetation box C and on the downstream side thereof. According to the experiment, when the flow velocity V 1 of the river is 145 cm / s, the size of the baffle plate 3 is 50 cm.
When fitted with a vegetation box C which is an angular, downstream of the vegetation box C is observed that the length L of the loose basin X of the flow velocity V 2 of about one-half of the flow velocity V 1 is ranging from about 250cm It has been found that a gentle flow zone X corresponding to the conventional stagnation and edge is created in a considerably wide range.

【0014】なお、護岸が図示のように、U形の鋼矢板
1の連設によるものであれば、阻流板4の下流側には、
阻流板4を突設した鋼矢板1に連結した鋼矢板1による
凹み部分xが形成されているため、緩流域Xはそのふと
ころが深くなり、より大きな領域が形成できることにな
る。
If the revetment is made of a series of U-shaped steel sheet piles 1 as shown in FIG.
Since the recess x is formed by the steel sheet pile 1 connected to the steel sheet pile 1 on which the baffle 4 is protruded, the gentle flow area X has a deeper portion, so that a larger area can be formed.

【0015】植生ボックスCにより形成された緩流域X
は、魚類等の生息、休憩の場所、或は洪水時の避難場所
となる。また、植え付けられた植物は、緩流域内にあっ
て良好に生長し、植物の根は植生マット6の下方にも延
び出すことになる。そして、植物の葉や茎には小魚その
他の生物が産卵し、適度に緩和された流速が保たれるこ
とによって、生育が促進される。また、植物の根にはバ
クテリア等が付着、繁殖することにより、河川の浄化作
用が生じ、河川の水質の改善にも役立つことになるとと
もに、植生ボックスCの直下も、植物の根の張り出しに
よって緩流域が形成されるため、魚巣としての効果も助
長される。
The slow basin X formed by the vegetation box C
Is a habitat for fish, etc., a place of rest, or an evacuation site in the event of a flood. Moreover, the planted plant grows well in the gentle basin, and the root of the plant also extends below the vegetation mat 6. Small fish and other organisms lay eggs on the leaves and stems of the plant, and the growth is promoted by maintaining a moderately reduced flow rate. In addition, bacteria and the like adhere to and propagate on the roots of the plant, thereby purifying the river, thereby helping to improve the water quality of the river. In addition, just below the vegetation box C, the roots of the plant protrude. Since a gentle basin is formed, the effect as a fish nest is promoted.

【0016】植生ボックスCの鋼矢板1への取付けは、
図4に示すように、鋼矢板1の方にあらかじめアングル
材11,11を対設して係合溝12を形成しておき、植生ボッ
クスCの方にはその阻流板部3の基端に係合用のプレー
ト13を設けて、プレート13を係合溝8に挿入して取付け
ることもできる。なお、この場合、係合溝8の下端は閉
塞しておく必要がある。護岸壁Aがコンクリート製であ
る場合には、図5に示すように、阻流板部3の基端に巾
広の取付板14を設け、この取付板14を通してアンカーボ
ルト15,15により固定するのがよい。
The attachment of the vegetation box C to the steel sheet pile 1 is as follows.
As shown in FIG. 4, angle members 11, 11 are previously formed on the steel sheet pile 1 to form engaging grooves 12, and the vegetation box C has the base end of the baffle plate 3. A plate 13 for engagement may be provided on the boss, and the plate 13 may be inserted into the engagement groove 8 and attached. In this case, the lower end of the engagement groove 8 needs to be closed. When the revetment wall A is made of concrete, as shown in FIG. 5, a wide mounting plate 14 is provided at the base end of the baffle plate 3, and is fixed by the anchor bolts 15, 15 through the mounting plate 14. Is good.

【0017】図6は、本発明の他の実施例を示したもの
である。この実施例では、植生ボックスCの阻流板部3
の下端位置に、下方に延長する延長阻流板16が付設され
ている。このようにすれば、植生ボックスCの下側に
も、緩流域が作り出されることになり、植生ボックスC
の下側の生息環境がより良化されることになる。
FIG. 6 shows another embodiment of the present invention. In this embodiment, the baffle plate 3 of the vegetation box C is used.
An extension baffle plate 16 extending downward is provided at the lower end position. In this way, a gentle basin is created below the vegetation box C, and the vegetation box C
The habitat below will be better.

【0018】また、図7は、本発明のさらに他の実施例
を示したものである。この実施例では、植生ボックスC
の下側に、その囲み板2と同様に形成した延長囲み板17
が垂下、付設されている。この構成のものでは、植生ボ
ックスCと同様のものが植生マット6を挟んで下側にも
形成され、植生ボックスCを設けたと同様の緩流域が作
り出されることになり、一段と拡大された緩流域が得ら
れることになる。
FIG. 7 shows still another embodiment of the present invention. In this embodiment, the vegetation box C
On the lower side, an extended enclosing plate 17 formed similarly to the enclosing plate 2
Is hanging and attached. In this configuration, the same thing as the vegetation box C is formed below the vegetation mat 6, and a gentle flow area similar to that provided with the vegetation box C is created. Is obtained.

【0019】[0019]

【発明の効果】以上説明したように、請求項1の構造物
によれば、護岸壁に植生ボックスを突設したことによ
り、植生ボックス内及びその下流側に、相当範囲にわた
り流速の緩和された、よどみや淵に相応する緩流域が局
所的に作り出され、魚類等の生息、休憩や洪水時の非難
場所が確保されるとともに、植生によって、生物の育成
が増進、自然環境の良化と河川の浄化が図れることにな
る。
As described above, according to the structure of the first aspect, the vegetation box is protruded from the revetment wall, so that the flow velocity in the vegetation box and on the downstream side thereof is moderated over a considerable range. , A gentle basin corresponding to stagnation and abyss is created locally, and the habitat of fish, etc., a place of refuge at the time of a break or a flood are secured, and vegetation promotes the breeding of living things, improving the natural environment and improving the river. Purification can be achieved.

【0020】また、請求項2の護岸構造物によれば、上
記の効果に加え、植生ボックスの下側にも緩流域が形成
され、生物の育成される領域が拡大される。
Further, according to the revetment structure of the second aspect, in addition to the above effects, a gentle flow area is formed below the vegetation box, and the area where creatures grow is expanded.

【0021】また、請求項3の護岸構造物によれば、請
求項2のものにおけるより以上に大きな生物育成環境を
確保できることになる。
Further, according to the revetment structure of the third aspect, it is possible to secure a larger breeding environment for the creature than that of the second aspect.

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

【図1】本発明の一実施例を示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention.

【図2】同要部を示す平面図である。FIG. 2 is a plan view showing the main part.

【図3】図2のイ−イ線断面図である。FIG. 3 is a sectional view taken along the line II in FIG. 2;

【図4】植生ボックスの他の取付例を示す斜視図であ
る。
FIG. 4 is a perspective view showing another attachment example of the vegetation box.

【図5】同さらに他の取付例を示す斜視図である。FIG. 5 is a perspective view showing still another attachment example.

【図6】本発明の他の実施例を示す斜視図である。FIG. 6 is a perspective view showing another embodiment of the present invention.

【図7】本発明のさらに他の実施例を示す斜視図であ
る。
FIG. 7 is a perspective view showing still another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

A 護岸壁 B 河川 C 植生ボックス 1 鋼矢板 2 囲み板 3 阻流板部 4 遮蔽板部 5 支持板 6 植生マット 7 植生土 8 スポンジ 10 植物 15 取付板 16 延長阻流板 17 延長囲み板 A Revetment wall B River C Vegetation box 1 Steel sheet pile 2 Enclosure board 3 Disturbing plate part 4 Shielding plate part 5 Support plate 6 Vegetation mat 7 Vegetation soil 8 Sponge 10 Plant 15 Mounting plate 16 Extension disturbing plate 17 Extended distributing plate

───────────────────────────────────────────────────── フロントページの続き (73)特許権者 000002118 住友金属工業株式会社 大阪府大阪市中央区北浜4丁目5番33号 (73)特許権者 000004123 日本鋼管株式会社 東京都千代田区丸の内一丁目1番2号 (72)発明者 鳥崎 肇一 東京都台東区台東一丁目6番4号 財団 法人 土木研究センタ−内 (72)発明者 篠原 雅樹 東京都千代田区内幸町2丁目2番3号 川崎製鉄株式会社 東京本社内 (72)発明者 昇 健次 千葉県市川市高谷新町4 株式会社クボ タ 市川工場内 (72)発明者 坂田 豊 東京都千代田区大手町二丁目6番3号 新日本製鐵株式会社内 (72)発明者 飯田 久雄 大阪市中央区北浜4丁目5番33号 住友 金属工業株式会社内 (72)発明者 勝谷 雅彦 東京都千代田区丸の内一丁目1番2号 日本鋼管株式会社内 (56)参考文献 特開 平3−286011(JP,A) 特開 平8−81936(JP,A) 実開 平4−22510(JP,U) (58)調査した分野(Int.Cl.6,DB名) E02B 3/12 E02B 3/06──────────────────────────────────────────────────続 き Continued on the front page (73) Patent holder 000002118 Sumitomo Metal Industries, Ltd. 4-33, Kitahama, Chuo-ku, Osaka-shi, Osaka (73) Patent holder 000004123 Nippon Kokan Co., Ltd. 1-Chome, Marunouchi, Chiyoda-ku, Tokyo 1-2-2 (72) Inventor: Shoichi Torizaki 1-6-4, Taito, Taito-ku, Tokyo Inside the Civil Engineering Research Center (72) Inventor: Masaki Shinohara 2-3-2 Uchisaiwaicho, Chiyoda-ku, Tokyo Kawasaki Steel Tokyo Incorporated (72) Inventor Kenji Noboru 4 Takatani Shinmachi, Ichikawa-shi, Chiba Prefecture Inside Kubota Ichikawa Plant (72) Inventor Yutaka Sakata 2-6-1 Otemachi, Chiyoda-ku, Tokyo Nippon Steel Corporation In-company (72) Inventor Hisao Iida 4-5-33 Kitahama, Chuo-ku, Osaka City Inside Sumitomo Metal Industries, Ltd. (72) Inventor Masahiko Katsutani Sento Tokyo 1-2-1 Marunouchi, Ta-ku Nippon Kokan Co., Ltd. (56) References JP-A-3-286011 (JP, A) JP-A 8-81936 (JP, A) JP-A-4-22510 (JP, A) U) (58) Field surveyed (Int. Cl. 6 , DB name) E02B 3/12 E02B 3/06

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 鋼矢板等により立設された護岸壁の河川
側の壁面に、L形に屈曲して形成した囲み板の内側下端
に植生マットを設けてなる植生ボックスを突出して設け
たことを特徴とする、河川の護岸構造物。
1. A vegetation box having a vegetation mat provided at an inner lower end of an L-shaped bend formed on a river-side wall of a revetment wall erected by a steel sheet pile or the like. River revetment structure characterized by the following.
【請求項2】 植生ボックスの下端に、水流を横切る方
向に延長する、延長阻流板を付設したことを特徴とす
る、請求項1記載の河川の護岸構造物。
2. The river bank protection structure according to claim 1, wherein an extension baffle plate is provided at a lower end of the vegetation box so as to extend in a direction crossing the water flow.
【請求項3】 植生ボックスの下端に、囲み板と同様に
形成した延長囲み板を付設したことを特徴とする、請求
項1記載の河川の護岸構造物。
3. The revetment structure of a river according to claim 1, wherein an extension surrounding plate formed in the same manner as the surrounding plate is attached to a lower end of the vegetation box.
JP28438294A 1994-10-24 1994-10-24 River revetment structures Expired - Lifetime JP2829493B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28438294A JP2829493B2 (en) 1994-10-24 1994-10-24 River revetment structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28438294A JP2829493B2 (en) 1994-10-24 1994-10-24 River revetment structures

Publications (2)

Publication Number Publication Date
JPH08120644A JPH08120644A (en) 1996-05-14
JP2829493B2 true JP2829493B2 (en) 1998-11-25

Family

ID=17677867

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2829493B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4646473B2 (en) * 2001-09-29 2011-03-09 日本植生株式会社 Steel sheet pile hydrophilic revetment structure
CN104126393A (en) * 2014-07-25 2014-11-05 同济大学 Method for planting aquatic plants in upright bank water
CN108377797B (en) * 2018-05-23 2023-08-04 江西省食品发酵研究所 Device for planting selenium-rich crops

Also Published As

Publication number Publication date
JPH08120644A (en) 1996-05-14

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