JP2002088740A - Channel revetment - Google Patents

Channel revetment

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Publication number
JP2002088740A
JP2002088740A JP2000287653A JP2000287653A JP2002088740A JP 2002088740 A JP2002088740 A JP 2002088740A JP 2000287653 A JP2000287653 A JP 2000287653A JP 2000287653 A JP2000287653 A JP 2000287653A JP 2002088740 A JP2002088740 A JP 2002088740A
Authority
JP
Japan
Prior art keywords
revetment
waterway
channel
side wall
stones
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2000287653A
Other languages
Japanese (ja)
Inventor
Tokuo Suzuki
登久雄 鈴木
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.)
BERUKKUSU KK
Original Assignee
BERUKKUSU 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 BERUKKUSU KK filed Critical BERUKKUSU KK
Priority to JP2000287653A priority Critical patent/JP2002088740A/en
Publication of JP2002088740A publication Critical patent/JP2002088740A/en
Pending legal-status Critical Current

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  • Revetment (AREA)

Abstract

PROBLEM TO BE SOLVED: To obtain a channel revetment for providing a channel close to the natural environment. SOLUTION: An approximately U-shaped revetment 1 constituted of side wall sections 2 and 2 consisting of two net-like plates 21 and 21 opposite arranged through a regular interval and the bottom section 3 consisting of ribs 31, 31, etc., bridging between the lower ends of the side wall sections 2 and 2 is placed in a ditch 60 formed in the ground, at the same time, a space between the net-like plates 21 and 21 of the side wall sections 2 and 2 is filled with stones 22, 22, etc., to form the channel 50. Aquatic plants can root in a gap between the stones 22 and 22 filling in the side wall sections 2 and 2, at the same time, water creatures live in the gap, water flowing in the channel can be purified through natural purification operation by the plants and creatures and, at the same time, the channel close to the natural view can be provided.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、それ自体水路を形
成し、あるいは溝状に穿設された水路の側壁や底面が浸
食されることを防止する水路用護岸に関し、より詳細に
は、植物や生物等の生息可能な環境を備えた水路用護岸
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a revetment for a waterway which forms a waterway itself or prevents erosion of a side wall or a bottom face of a waterway formed in a groove shape, and more particularly to a plant revetment. Seawall with a habitable environment for water and creatures.

【0002】[0002]

【従来の技術】現在の河川や農業用水路、公園内の水
路、湖沼や池、人工池、噴水池、貯水池等に連通する水
路(本明細書において、これらを総称して「水路」とい
う)の護岸は、その殆どがコンクリートにより岸壁を固
めて行うのが主流となっている。
2. Description of the Related Art Seawalls that are connected to current rivers, agricultural waterways, waterways in parks, lakes and marshes, ponds, artificial ponds, fountain ponds, reservoirs, etc. (in the present specification, these are collectively referred to as "waterways"). In most cases, the quay is hardened with concrete, and it is the mainstream.

【0003】一例として、比較的小規模の水路の護岸方
法について説明すれば、例えば地面を掘削する等して形
成された溝60内に、断面略U字状に形成されたコンク
リート製の護岸10を配置して水路50’を形成し、こ
のコンクリート製の護岸10により、水路50’内を流
れる流水により水路50’の側壁部及び底部が浸食され
ることが防止されている(図5参照)。
As an example, a method of revetment of a relatively small water channel will be described. For example, a concrete revetment 10 having a substantially U-shaped cross section is formed in a groove 60 formed by excavating the ground. Are arranged to form a water channel 50 ', and the concrete revetment 10 prevents the flowing water flowing in the water channel 50' from eroding the side walls and the bottom of the water channel 50 '(see FIG. 5). .

【0004】[0004]

【発明が解決しようとする課題】前述のようなコンクリ
ート製の護岸10を埋設して形成された水路50’にあ
っては、その側壁部及び底部のいずれもコンクリート壁
により形成されているために、水を滞りなく一定の水量
で流すという点において優れた水路50’が得られるも
のの、側壁部や底部には、水生植物が根付き、又は魚や
昆虫、エビ、カニ等の水棲生物の住処と成るような凹凸
や隙間等が無く、単に水を流すという用途においてのみ
使用できるにすぎない。
In the water channel 50 'formed by embedding the concrete revetment 10 as described above, both the side wall and the bottom are formed by concrete walls. Although an excellent waterway 50 'is obtained in that the water flows at a constant flow rate without interruption, aquatic plants are rooted on the side wall and the bottom, or serve as a habitat for aquatic organisms such as fish, insects, shrimp, and crab. There are no such irregularities or gaps, and it can be used only for the purpose of flowing water.

【0005】水路内に繁殖した水生植物は、水中で発達
した根により流水中の浮遊懸濁物を除去する濾材の役目
をし、また、水中で発達したこの水生植物の根には、根
圏微生物が繁殖して前述の浮遊懸濁物や有機物、窒素、
リンなどの栄養塩類を分解するのに役立つ。そのため、
このような水生植物の繁殖は、水路の富栄養化の防止に
役立つものと成っている。
[0005] The aquatic plants bred in the waterway serve as a filter medium for removing suspended suspended matter in the flowing water by the roots developed in the water, and the roots of the aquatic plants developed in the water include a rhizosphere. Microorganisms proliferate and produce the aforementioned suspended suspensions, organic matter, nitrogen,
Helps break down nutrients such as phosphorus. for that reason,
Propagation of such aquatic plants has helped to prevent eutrophication of waterways.

【0006】また、水生植物の繁殖した水路は、エビ、
カニ、ザリガニ等の甲殻類、ヤゴやホタルの幼虫、その
他の昆虫類、これらの餌となるカワニナ等の貝類、魚
類、その他の水棲生物の住処ないしは隠れ場所となる場
所が豊富にあり水棲生物の繁殖が行われ易く、そのた
め、このような水棲生物により例えば動物の死骸や、家
庭用排水と共に水路内に流入した食物カス等の捕食によ
る水質浄化をも期待できるものである。
[0006] The waterways in which aquatic plants have bred are shrimp,
Crustaceans such as crabs and crayfish, larvae of goats and fireflies, and other insects, shellfish such as crabs, fish, and other aquatic organisms that feed on them are abundant and have abundant places to live or hide. The breeding is easily carried out, and therefore, it is expected that such aquatic organisms can purify the water quality by predation of, for example, carcasses of animals and food wastes that have flowed into waterways together with domestic wastewater.

【0007】また、このような水生植物が繁殖し、水棲
生物より羽化したホタルやトンボ等の飛び交う環境は、
人に安らぎと安心を与え、また、景観としても美しいも
のである。
[0007] The environment in which such aquatic plants breed and fly such as fireflies and dragonflies that have emerged from aquatic organisms,
It gives people peace and security, and is also beautiful as a landscape.

【0008】このような水生植物や水棲生物の成育でき
る環境を河川や水路等において形成するために、金属線
等により形成された籠や網内に石を封入し、この石の充
填された籠ないしは網を積み重ねて護岸壁や川底を形成
する方法も提案されているが、この方法による場合、前
述の籠ないしは網の積み重ねにより水路底と側壁とを別
々に形成する必要があり煩雑であると共に、比較的大規
模の土木工事が必要となる。また、この工法は比較的小
規模の水路に適用するに向かず、より簡単に水生植物や
水棲生物等が生育できる水路の形成が望まれる。
In order to form such an environment in which aquatic plants and aquatic organisms can grow in rivers, waterways, etc., stones are sealed in baskets or nets formed by metal wires or the like, and baskets filled with the stones. Or, a method of forming a revetment wall or a riverbed by stacking nets has also been proposed, but in this method, it is necessary to form a waterway bottom and side walls separately by stacking the above-described baskets or nets, and it is complicated. However, relatively large-scale civil engineering work is required. In addition, this method is not suitable for application to relatively small-scale waterways, and it is desired to form waterways in which aquatic plants and aquatic organisms can easily grow.

【0009】そこで本発明は、上記従来技術における欠
点を解消するためになされてものであり、所謂「U字
溝」と呼ばれる従来のコンクリート製の護岸に代えて地
面に形成された溝内に配置することにより、容易に水生
植物や水棲生物の成育し得る環境を有する水路を提供す
ることのできる水路用護岸を提供することにより、景観
が良く、かつ自然の浄化能力により水を浄化し得る水路
を提供することを目的とする。
The present invention has been made to solve the above-mentioned drawbacks in the prior art, and is provided in a groove formed on the ground instead of a conventional concrete seawall called a "U-shaped groove". By providing a waterway revetment that can provide a waterway having an environment in which aquatic plants and aquatic organisms can easily grow, a waterway that can purify water with good landscape and natural purification ability The purpose is to provide.

【0010】[0010]

【課題を解決するための手段】上記目的を達成するため
に、本発明の水路用護岸は、所定間隔を介して対向配置
された2の側壁部2,2と、前記側壁部2,2の下端間
を連結する底部3より成る略上向きコ字状又はU字状を
成し、好ましくは、土中に形成された溝60内に配置さ
れ、それ自体水路を形成し、あるいは溝状に穿設された
水路の浸食等を防ぐことのできる水路用護岸としても機
能し、前記側壁部2,2は、それぞれ所定間隔を介して
対向配置された、それぞれ2枚の網状板を備え、該2枚
の網状板21,21間に多数の石22を収納保持可能に
形成され、少なくとも前記溝60の両側壁61,61側
に位置する前記側壁部2、2の網状板21を前記両側壁
61,61の土壌に当接させると共に、前記底部3は、
前記側壁部2,2間を連結するリブ31から成り、好ま
しくは該リブ31を前記溝60の底面62の土壌に直接
当接することを特徴とする(請求項1)。
In order to achieve the above-mentioned object, a water channel revetment according to the present invention comprises two side walls 2, 2 opposed to each other with a predetermined space therebetween, and It has a substantially upward U-shape or U-shape consisting of a bottom portion 3 connecting the lower ends thereof, and is preferably disposed in a groove 60 formed in the soil, and forms a waterway itself or is formed in a groove shape. The side walls 2 also have two net-like plates, each of which is opposed to each other with a predetermined space therebetween, and also functions as a channel revetment capable of preventing erosion of the provided channel. A large number of stones 22 are formed between the two mesh plates 21, 21 so as to be able to be stored and held, and the mesh plates 21 of the side wall portions 2, 2 located at least on the both side walls 61, 61 side of the groove 60 are attached to the two side walls 61. , 61, and the bottom 3 is
It comprises a rib 31 connecting the side walls 2 and 2, and preferably the rib 31 directly contacts the soil on the bottom surface 62 of the groove 60 (claim 1).

【0011】なお、前述の水路用護岸1において、側壁
部2,2及び底部3を鋳鉄により形成すれば好適である
(請求項2)。
In the above-mentioned water channel revetment 1, it is preferable that the side walls 2, 2 and the bottom 3 are made of cast iron (claim 2).

【0012】さらに、前記底部3は、前記側壁部2,2
間を架橋するリブ31,31,・・・と、該リブ31,
31,・・・に対して角度を成して交叉する補強用リブ
32;33,33,・・・により形成すれば好適である
(請求項3)。
Further, the bottom portion 3 is provided with the side wall portions 2 and 2.
Ribs 31, 31,...
It is preferable that the reinforcing ribs 32 be formed by reinforcing ribs 32; 33, 33,.

【0013】[0013]

【発明の実施の形態】つぎに、本発明の実施形態を添付
図面を参照しながら以下説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The embodiments of the present invention will be described below with reference to the accompanying drawings.

【0014】図1において、本実施形態の水路用護岸1
は、鋳鉄により形成された金網状を成し、水路50の側
面を形成する側壁部2,2と、底面を成す底部3より形
成されている。
In FIG. 1, a channel revetment 1 of the present embodiment is shown.
Has a wire mesh shape made of cast iron, and is formed of side walls 2 and 2 forming side surfaces of the water channel 50 and a bottom portion 3 forming a bottom surface.

【0015】本発明の水路用護岸1を鋳鉄により形成す
ることとした理由は、鋳鉄に含まれる鉄分、ミネラルが
生物や植物の生育に有効であり、植生の早期回復が可能
であること、鋳鉄は、材質的に強固であり、従って水路
用護岸1自体が強固となるために水路50の護岸として
有効であること、また、後述するように、側壁部2,2
内に石を充填した際、この石の重量に対する十分な耐性
があること等による。
The reason why the water channel revetment 1 of the present invention is made of cast iron is that iron and minerals contained in the cast iron are effective for the growth of living organisms and plants, and that the vegetation can be recovered at an early stage. Is resilient in material, and therefore is effective as a revetment for the channel 50 because the channel revetment 1 itself is strong.
When the stone is filled inside, it has sufficient resistance to the weight of the stone.

【0016】この水路用護岸1の少なくとも側壁部2,
2には、それぞれ図1に示すように二枚の金網板21,
21を所定の間隔を介して対向配置してこの金網板2
1,21間に、水生植物等の苗床と成り、また、水棲昆
虫、その他の水棲生物の巣と成り得る空隙を形成するよ
う多数の石22,22・・・が充填されている。
At least the side wall portions 2 of the waterway revetment 1
2, two wire mesh plates 21 as shown in FIG.
The wire mesh plate 2
A large number of stones 22, 22,... Are formed between 1 and 21 so as to form a space that can serve as a nursery for aquatic plants and the like and as a nest for aquatic insects and other aquatic organisms.

【0017】側壁部2,2の下端間は、側壁部2,2間
の間隔を所定の間隔に維持するために鋳鉄により形成さ
れた鉄筋等から成るリブ31,31,・・・により連結
され、このリブ31,31,・・・により護岸1の底部
3が形成されている。
The lower ends of the side walls 2, 2 are connected by ribs 31, 31,... Made of a reinforcing steel or the like formed of cast iron in order to maintain a predetermined distance between the side walls 2, 2. The bottom 3 of the revetment 1 is formed by the ribs 31, 31,.

【0018】本実施形態にあっては、この側壁部2,2
間を連結する前述のリブ31,31,・・・の他、該リ
ブ31,31,・・・に対して直交方向に交叉する補強
用のリブ32と、リブ31,31,・・・に対して約3
0℃程度の角度で交叉する補強用のリブ33,33,・
・・を設け、護岸1の補強を図ると共に、溝60の底面
62を成す土壌と水路用護岸1の底部3との接触面積を
増大し、水路50内を流れる流水により、溝の底部62
を成す土壌が浸食されることを防止している。
In this embodiment, the side walls 2, 2
In addition to the above-mentioned ribs 31, 31,... Connecting the spaces, reinforcing ribs 32 crossing the ribs 31, 31,. About 3
Reinforcing ribs 33 crossing at an angle of about 0 ° C.
To increase the contact area between the soil forming the bottom surface 62 of the groove 60 and the bottom 3 of the waterway revetment 1, and to increase the contact area between the soil 3 and the bottom 3 of the waterway revetment 1 by flowing water in the waterway 50.
Erosion of the soil that forms

【0019】なお、図1に示す本実施形態における水路
用護岸1にあっては、水路用護岸1の底部3を前述のよ
うにリブ31;32;33の組合せにより形成された格
子ないしは網目状に形成しているが、底部3についても
網状板を上下方向に対向配置して、この網状板間に石を
充填可能に構成しても良い。
In the sea channel revetment 1 according to the present embodiment shown in FIG. 1, the bottom 3 of the water channel revetment 1 is formed by a grid or mesh formed by the combination of the ribs 31, 32 and 33 as described above. However, it is also possible to arrange a mesh plate on the bottom portion 3 so as to oppose in the vertical direction so that a stone can be filled between the mesh plates.

【0020】側壁部2,2を成す二枚の網状板21,2
1は、網状板21,21間の空間に充填された石22,
22,・・・が網目を介して落下しない程度の粗さに形
成されており、本実施形態にあっては、縦及び横方向に
設けられた格子状の骨材間に更に斜め方向に骨材を設け
て、図3に示す形状に形成されている。
Two mesh plates 21 and 2 forming side walls 2 and 2
1 is a stone 22 filled in the space between the mesh plates 21 and 21;
Are formed to such a degree that they do not fall through the mesh, and in the present embodiment, the bones are further obliquely arranged between the lattice-like aggregates provided in the vertical and horizontal directions. Materials are provided to form the shape shown in FIG.

【0021】以上のように形成された水路用護岸1にお
いて、例えば地面を掘削する等してこの水路用護岸1を
配置可能な幅及び深さの溝60を掘り、この溝60内に
本発明の水路用護岸1を配置する。
In the waterway revetment 1 formed as described above, a groove 60 having a width and depth in which the waterway revetment 1 can be arranged is excavated, for example, by excavating the ground, and the present invention is formed in the groove 60. The revetment for waterway 1 is located.

【0022】この水路用護岸1は、直接土壌の露出した
溝60内に配置し、水路用護岸1と地面に掘削された溝
60との間にコンクリート等の打設は行わない。
The waterway revetment 1 is disposed directly in the groove 60 where the soil is exposed, and no concrete or the like is cast between the waterway revetment 1 and the groove 60 excavated on the ground.

【0023】なお、本発明の水路用護岸1は、地面に溝
60を切削して水路50を形成する場合のみならず、コ
ンクリートによる護岸がされていない河川や水路内に本
発明の水路用護岸1を配置して護岸を行っても良く、ま
た、既に水路内に埋設されているコンクリート製の護
岸、所謂「U字溝」を除去し、このコンクリート製の護
岸に代えて本発明の水路用護岸1を配置して形成しても
良く、本発明の水路用護岸1を土壌に直接接触する形で
地面に配置し得るものであればその施工方法は前述のも
のに限定されない。
The revetment for a waterway of the present invention can be used not only when the waterway 50 is formed by cutting a groove 60 in the ground, but also in a river or a waterway where the revetment by concrete is not performed. 1 may be disposed to protect the seawall, and the concrete seawall already buried in the waterway, the so-called "U-shaped groove" may be removed, and the concrete seawall according to the present invention may be used instead of the concrete seawall. The revetment 1 may be arranged and formed, and the construction method is not limited to the above-described method as long as the revetment 1 for a waterway of the present invention can be arranged on the ground in a form in direct contact with the soil.

【0024】このようにして、本発明の水路用護岸1
を、地面に形成された溝60内に配置すると、溝60の
側壁61,61を成す土壌に水路用護岸1の側壁部2,
2が直接接触し、また、溝60の底面62を成す土壌に
は水路用護岸1の底部3が直接接触した状態で、溝60
内に配置される。
Thus, the waterway revetment 1 of the present invention is provided.
Is disposed in a groove 60 formed in the ground, the soil forming the side walls 61 of the groove 60, the side wall portion 2 of the channel revetment 1
2 is in direct contact with the soil forming the bottom surface 62 of the groove 60, while the bottom 3 of the channel revetment 1 is in direct contact with the soil.
Is placed within.

【0025】このようにして溝60内に配置された水路
用護岸1の側壁部2,2内に、適宜のサイズ及び量の石
22,22,・・・を詰め、水路50が形成される。な
お、この石22,22,・・・は、本発明の護岸1の配
置後に側壁部2,2内に充填する場合に限定されず、石
22,22,・・・を充填した護岸1を溝60内に配置
しても良く、その作業手順は前述のものに限定されな
い。
The water channels 50 are formed by packing stones 22, 22,... Of appropriate size and quantity into the side walls 2, 2 of the water channel revetment 1 arranged in the groove 60 in this way. . The stones 22, 22, ... are not limited to the case where the revetment 1 filled with the stones 22, 22, ... is not limited to the case in which the stones 22, 22, ... are filled after the disposition of the revetment 1 of the present invention. It may be arranged in the groove 60, and the operation procedure is not limited to the above-described one.

【0026】なお、水路50の形成に際し、側壁部2,
2内に投入された石22と石22との間に形成された空
隙内には、例えば水生植物の種子や苗を植設しても良
く、この場合には、水路50の形成される地域、環境に
おいて生育するに適した所望の植物を意図的に繁殖させ
ることができると共に、植生の回復をより早期に行うこ
とができる。
When forming the water channel 50, the side wall portions 2,
For example, seeds and seedlings of aquatic plants may be planted in the voids formed between the stones 22 put into the area 2, and in this case, the area where the water channel 50 is formed In addition, desired plants suitable for growing in the environment can be intentionally bred, and vegetation can be recovered earlier.

【0027】以上のように構成された水路50におい
て、この水路50内に水を導入すると、この水は水路5
0内を上流から下流方向に流れると共に、この水路50
内を流れる水は、側壁部2,2内に充填された石22と
石22との間に形成された隙間内にも導入される。
In the water channel 50 constructed as described above, when water is introduced into the water channel 50, the water is
0 flows from the upstream to the downstream.
The water flowing in the inside is also introduced into the gap formed between the stones 22 filled in the side wall portions 2 and 2.

【0028】このようにして形成された水路50は、水
路用護岸1の側壁部2,2及び底部3によって水路50
内を流れる水によっても土砂等が浸食されることがなく
保護されると共に、水路50内を流れる水が側壁部2,
2内に充填された石22と石22との間に形成された隙
間を流れ、この隙間が、水生植物の苗床として機能する
と共に、水生植物の根が張り巡らされた石22と石22
との隙間内は、根圏微生物の繁殖床と成り、また、エ
ビ、カニ、ザリガニ等の甲殻類、ヤゴ、ホタルの幼虫等
の昆虫、カワニナ等の貝類、その他の水棲生物の住処と
成る。
The water channel 50 thus formed is formed by the water channel 50 by the side walls 2 and 2 and the bottom 3 of the water channel revetment 1.
The water flowing in the inside is protected without erosion of the earth and sand, and the water flowing in the waterway 50 is protected by
2 flows through the gaps formed between the stones 22 filled in the stones 2, the gaps function as nurseries for the aquatic plants, and the stones 22 and the stones 22 on which the roots of the aquatic plants are spread
The inside of the crevice serves as a breeding bed for rhizosphere microorganisms, crustaceans such as shrimp, crabs and crayfish, insects such as larvae of goats and fireflies, shellfish such as crabs and other aquatic organisms.

【0029】このようにして本発明の水路用護岸1を使
用して形成された水路50は、約半年程で略完全に植物
により覆われて自然の環境に近い水辺の景観が生まれ
る。また、水路50の岸壁部分における植生の回復によ
り、側壁部2,2の石22,22間に植物の根が張るこ
とにより、より浸食等され難い強固な護岸となる。
The waterway 50 thus formed by using the waterway revetment 1 of the present invention is almost completely covered with plants in about half a year, and a waterside landscape close to a natural environment is created. In addition, by the restoration of vegetation on the quay portion of the waterway 50, the roots of the plants are stretched between the stones 22, 22 of the side wall portions 2, 2, thereby providing a strong seawall which is less likely to be eroded.

【0030】このようにして植物の繁殖した水路50
は、夏季においても繁殖した植物により日陰が形成され
て水温の急激な上昇がなく、水温が一定しているので、
生物の生息に適した環境となり、また、水温が過度に上
昇することによる水の腐食等も生じ難いものとなる。
The waterway 50 in which the plants have propagated in this way is
In the summer, the shade is formed by the vegetation bred in the summer, there is no sharp rise in the water temperature, and the water temperature is constant,
The environment becomes suitable for the inhabitation of living things, and the corrosion of water due to excessive rise in water temperature hardly occurs.

【0031】また、水路50の床面には、土壌が露出し
ていることから、側面のみならず水路の底面においても
植物の生育が可能であると共に、水棲生物の繁殖が可能
である。
Further, since the soil is exposed on the floor surface of the water channel 50, plants can grow not only on the side surface but also on the bottom surface of the water channel, and aquatic organisms can be propagated.

【0032】[0032]

【発明の効果】以上説明した本発明の構成により、本発
明の水路用護岸は、側壁部と底部とが連結されて一体的
に形成された略U字状に形成されていることから、これ
を地面に形成された溝内に配置するという比較的簡単な
作業により、流水による水路の浸食を防止することがで
き、有効に護岸が行えると共に、側壁部の網状板間に石
を充填することにより、水生植物や水棲生物の成育し得
る環境を備えた水路を提供することができた。
According to the structure of the present invention described above, the waterway revetment of the present invention is formed in a substantially U-shape in which the side wall and the bottom are connected and integrally formed. The relatively simple work of placing the pits in the grooves formed on the ground can prevent the erosion of the waterway by running water, effectively protect the seawall, and fill the gap between the mesh plates on the side walls. As a result, a waterway having an environment in which aquatic plants and aquatic organisms can grow can be provided.

【0033】このようにして水生植物や水棲生物の生育
し得る環境を備えた水路は、自然の浄化作用により水路
を流れる流水を浄化し得ると共に、人に安らぎと安心を
与える美しい自然の景観を備えるものである。
A waterway provided with an environment in which aquatic plants and aquatic organisms can grow as described above can purify flowing water flowing through the waterway by a natural purifying action, and provide a beautiful natural scenery that gives people peace of mind and security. It is provided.

【0034】また、その素材を鋳鉄と成す本発明の水路
用護岸にあっては、水生植物や水棲生物に対して好まし
い影響を与え、施工後の植生等の回復を早期に行うこと
ができた。また、鋳鉄製の水路用護岸は、護岸として使
用するに十分な強度を有する。
In addition, in the revetment for a waterway of the present invention, which is made of cast iron, it has a favorable effect on aquatic plants and aquatic organisms, and the vegetation and the like after construction can be recovered at an early stage. . In addition, cast iron seawalls have sufficient strength to be used as seawalls.

【0035】さらに、側壁部間を連結するリブと、この
リブに対して角度を成して交叉する補強用のリブから成
る底部を備えた水路用護岸にあっては、水路用護岸の底
部の強度が向上すると共に、水路用護岸の底部と溝の底
部との接触面積が大きくなり、流水による底部の浸食に
ついても好適に防止し得る。
Further, in a waterway revetment provided with a rib connecting the side wall portions and a reinforcing rib intersecting at an angle to the rib, the waterway revetment has a bottom portion. While the strength is improved, the contact area between the bottom of the channel revetment and the bottom of the groove is increased, and erosion of the bottom by running water can be suitably prevented.

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

【図1】 本発明の水路用護岸により形成された水路の
要部断面図。
FIG. 1 is a sectional view of an essential part of a waterway formed by a waterway revetment of the present invention.

【図2】 水路用護岸の平面図。FIG. 2 is a plan view of a channel revetment.

【図3】 水路用護岸の正面図。FIG. 3 is a front view of a channel revetment.

【図4】 図3のIV−IV線断面図。FIG. 4 is a sectional view taken along line IV-IV of FIG. 3;

【図5】 コンクリート製の護岸を使用した従来の水路
の要部断面図。
FIG. 5 is a sectional view of a main part of a conventional water channel using a concrete revetment.

【符号の説明】[Explanation of symbols]

1 (水路用)護岸 2 側壁部(護岸の) 21 網状板 22 石 3 底部(護岸の) 31 リブ 32,33 補強用リブ 10’ コンクリート製護岸(従来例) 50,50’ 水路 60 溝 61 側壁(溝の) 62 底面(溝の) DESCRIPTION OF REFERENCE NUMERALS 1 (for waterway) Seawall 2 Sidewall (seawall) 21 Reticulated plate 22 Stone 3 Bottom (seawall) 31 Rib 32, 33 Reinforcing rib 10 'Concrete seawall (conventional example) 50, 50' Waterway 60 Groove 61 Side wall (Of the groove) 62 Bottom (of the groove)

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 所定間隔を介して対向配置された2の側
壁部と、前記側壁部の下端間を連結する底部より成る略
上向きコ字状又はU字状を成し、 前記側壁部は、それぞれ所定間隔を介して対向配置され
た、それぞれ2枚の網状板間に多数の石を収納保持可能
に形成され、少なくとも前記溝の両側壁側に位置する前
記側壁部の網状板を前記両側壁の土壌に当接させると共
に、 前記底部は、前記側壁部間を連結するリブから成り、好
ましくは該リブを前記溝の底面の土壌に直接当接するこ
とを特徴とする水路用護岸。
1. A substantially upward U-shaped or U-shaped configuration comprising two side walls opposed to each other with a predetermined distance therebetween and a bottom connecting the lower ends of the side walls. A large number of stones are formed between two mesh plates, each of which is opposed to each other with a predetermined space therebetween, and are formed so as to be able to store and hold a large number of stones. And the bottom portion is formed of a rib connecting the side wall portions, and the rib is preferably in direct contact with the soil on the bottom surface of the groove.
【請求項2】 前記側壁部及び底部が鋳鉄により形成さ
れて成ることを特徴とする請求項1記載の水路用護岸。
2. The revetment for a waterway according to claim 1, wherein the side wall and the bottom are formed of cast iron.
【請求項3】 前記底部が、前記側壁部間に架橋された
リブと、該リブに対して角度を成して交叉する補強用リ
ブから成ることを特徴とする請求項1又は2記載の水路
用護岸。
3. The waterway according to claim 1, wherein the bottom comprises a rib bridged between the side walls and a reinforcing rib intersecting at an angle with the rib. Seawall.
JP2000287653A 2000-09-21 2000-09-21 Channel revetment Pending JP2002088740A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000287653A JP2002088740A (en) 2000-09-21 2000-09-21 Channel revetment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000287653A JP2002088740A (en) 2000-09-21 2000-09-21 Channel revetment

Publications (1)

Publication Number Publication Date
JP2002088740A true JP2002088740A (en) 2002-03-27

Family

ID=18771370

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000287653A Pending JP2002088740A (en) 2000-09-21 2000-09-21 Channel revetment

Country Status (1)

Country Link
JP (1) JP2002088740A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101222689B1 (en) 2010-04-15 2013-01-17 지엔건설 주식회사 Environment-friendly waterway and installation method thereof
JP2016166479A (en) * 2015-03-10 2016-09-15 鹿島建設株式会社 Three-walled water channel for life forms, and water channel block
KR200484086Y1 (en) * 2016-11-10 2017-07-27 영원산업개발 주식회사 The eco-friendly structure of vegetated channels

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101222689B1 (en) 2010-04-15 2013-01-17 지엔건설 주식회사 Environment-friendly waterway and installation method thereof
JP2016166479A (en) * 2015-03-10 2016-09-15 鹿島建設株式会社 Three-walled water channel for life forms, and water channel block
KR200484086Y1 (en) * 2016-11-10 2017-07-27 영원산업개발 주식회사 The eco-friendly structure of vegetated channels

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