JP2787412B2 - Seawall revetment with vegetation and fish nest functions - Google Patents

Seawall revetment with vegetation and fish nest functions

Info

Publication number
JP2787412B2
JP2787412B2 JP6000203A JP20394A JP2787412B2 JP 2787412 B2 JP2787412 B2 JP 2787412B2 JP 6000203 A JP6000203 A JP 6000203A JP 20394 A JP20394 A JP 20394A JP 2787412 B2 JP2787412 B2 JP 2787412B2
Authority
JP
Japan
Prior art keywords
wall
vegetation
slope
seawall
fish nest
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP6000203A
Other languages
Japanese (ja)
Other versions
JPH07197429A (en
Inventor
国隆 佐々木
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.)
Hokuetsu Co Ltd
Original Assignee
Hokuetsu 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 Hokuetsu Co Ltd filed Critical Hokuetsu Co Ltd
Priority to JP6000203A priority Critical patent/JP2787412B2/en
Publication of JPH07197429A publication Critical patent/JPH07197429A/en
Application granted granted Critical
Publication of JP2787412B2 publication Critical patent/JP2787412B2/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)
  • Cultivation Of Plants (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (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、河川等の法面を保護す
ると共に、植物の生育が可能で、魚介類,水生昆虫,甲
殻類等の棲息を可能とした法覆工護岸に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seawall, a seawall, an aquatic insect, a crustacean and the like, which protects a slope of a river or the like, and which can grow a plant. is there.

【0002】[0002]

【従来の技術】河川等の法面の法覆工護岸の目的で各種
コンクリ−ト製のブロックが使用されており、法面全面
がコンクリ−トで覆われると共に表面に灰色のコンクリ
−ト面が露出することになり、自然の生態系を崩し,自
然環境や景観がそこなわれることが問題とされている。
そこで最近は方形状に形成された法枠内に客土し緑化を
図ったり、コンクリ−ト表面に天然の玉石や、鉄平石等
を埋め込んだり、比較的小さな貫通孔を形成し草花等を
植生できるような法覆工ブロックを使用した護岸が施さ
れている。
2. Description of the Related Art Various concrete blocks are used for embankment of slopes on rivers and the like, and the entire slope is covered with concrete and the surface of the concrete is gray. Has been exposed, destroying the natural ecosystem and degrading the natural environment and landscape.
Therefore, recently, greening is performed by putting soil in a square frame, natural cobblestone, iron flat stone, etc. are buried in the concrete surface, and relatively small through holes are formed to vegetate flowers and the like. The revetment using the law lining block is performed.

【0003】法枠内に客土する物は、法枠内が1m前後
に大きく開口されていると共に、客土の厚さが15cm
前後と薄いため法枠内の土砂が雨水等で流出し易く、そ
の流出に伴い緑化された草花や,法面の現地盤の土砂も
抉り取られる危険があった。それに対し天然の玉石や鉄
平石等をコンクリ−トに埋め込むものは、法面の保護お
よび景観の回復に一部役に立つものの緑の溢れる自然景
観にはほど遠く、ましてや生物の棲息は無理であり、天
然石の敷き並べやコンクリ−トが天然石の表面に出てこ
ないようにするための前処理に時間がかかり製造工数が
大巾にアップすると共に、天然石材そのものの入手が困
難で高価なものにならざるを得ない状況にある。また、
貫通孔を形成しても一部緑化できるのみで、孔に昆虫程
度は棲息するだろうが自然景観,自然の生態系の回復は
不可能である。
[0003] The material to be occupied in the legal framework has a large opening of about 1 m in the legal framework, and the thickness of the clay is 15 cm.
Because the front and rear sides are thin, the sediment in the slope is easy to flow out due to rainwater and the like, and there is a danger that the greenery and the soil on the slope will be scooped out due to the outflow. Embedding natural cobblestones and iron slabs in concrete, on the other hand, is useful for protecting slopes and restoring the landscape, but it is far from the natural scenery full of greenery. Pre-treatment to prevent the laying of concrete and concrete from coming out of the surface of natural stone takes time, the number of manufacturing steps is increased, and obtaining natural stone itself is difficult and expensive. Is in a situation where you cannot get it. Also,
Even if a through hole is formed, only a part of the hole can be greened, and the hole will inhabit as much as an insect, but it is impossible to restore the natural landscape and natural ecosystem.

【0004】法覆工ブロックは、法面の洗堀倒壊防止の
機能と合わせて景観にマッチするものが求められてい
る。近年は、天然石と共に植生等による自然美が周辺環
境に最も調和すると言われてきており、植生機能や魚巣
機能を備えた法覆工ブロックが要望されるようになって
きた。しかし、コンクリ−ト表面に天然の石張りや擬石
模様を施しただけのものや単に小さな貫通孔を形成した
だけの物では、表面と背面土とがコンクリ−トで断絶さ
れており植生および魚介類の棲息が出来ないという問題
があった。
There is a demand for a law lining block that matches the scenery in addition to the function of preventing the slope from being washed down. In recent years, it has been said that the natural beauty of vegetation and the like together with natural stones is most in harmony with the surrounding environment, and a method lining block having a vegetation function and a fish nest function has been demanded. However, in the case of natural stone or pseudo stone pattern on the surface of the concrete, or in the case of simply forming a small through hole, the surface and the back soil are cut off by the concrete, and the vegetation and seafood are cut off. There was a problem that the species could not inhabit.

【0005】[0005]

【発明が解決しようとする課題】上述のように法面を洗
掘倒壊から防護する機能と河川の法面の高水位部に植物
を繁茂させると共に、法面の低水位部に魚介類,水生昆
虫,甲殻類の生物が棲息できる機能を備えて、しかも自
然環境にマッチした法面保護ブロックをより経済的に供
給しようとするものである。
As described above, the function of protecting the slope from scouring and collapsing and the growth of plants in the high water area of the slope of the river, as well as the fish and aquatic water in the low water area of the slope. It is intended to provide a more economical supply of slope protection blocks that have the function of inhabiting insects and crustaceans and that match the natural environment.

【課題を解決するための手段】[Means for Solving the Problems]

【0006】本発明は上記したような従来のものにおけ
る課題を解決することについて検討を重ね、方形の基板
の外周縁部に一定幅の壁を設けて深い凹型部を形成し、
その凹型部に種子混じりの客土または砂利,栗石,玉石
等を配置出来るようにして、法面の下方に配置される壁
の下部に複数の水抜き孔を設け且つ他の三面の壁の外周
に排水のための溝を水抜き孔の位置に合わせて形成する
ことによって適切に解決することに成功したものであっ
て、以下の如くである。
The present invention has been studied to solve the above-mentioned problems in the prior art, and provided a wall of a constant width on the outer peripheral edge of a rectangular substrate to form a deep concave portion.
A plurality of drain holes are provided in the lower part of the wall located below the slope so that the seed-mixed soil or gravel, chestnut stone, cobblestone, etc. can be placed in the concave part, and the outer periphery of the other three walls The present invention has succeeded in properly solving the problem by forming a drainage groove in accordance with the position of the drainage hole, as follows.

【0007】(1) コンクリ−ト製方形基板の外周縁
部に一定厚の高い壁を四周に設けて深い凹型部を形成す
ると共に、法面の法尻側に設置する壁の下方に複数の水
抜き孔を形成し、他の三面の壁の外周に排水のための溝
を水抜き孔の位置に合致させて設けた法覆工ブロックを
使用し、河川の河岸部の法面に前記法覆工ブロックを水
抜き孔を形成した壁側を法尻側に来るように法面に配列
し、凹型部の内面に種子混じりの客土または砂利,栗
石,玉石等を配置して構築してなる植生および魚巣機能
を備えた法覆工護岸。
(1) A high-constant thick wall is provided on the outer peripheral edge of a rectangular substrate made of concrete on four sides to form a deep concave portion, and a plurality of walls are provided below a wall provided on the bottom side of the slope. A drainage hole is formed, and a drainage groove is provided on the outer periphery of the other three walls so as to match the position of the drainage hole. The lining block is arranged on the slope so that the wall side where the drain hole is formed is on the side of the slope, and the seed-mixed soil or gravel, chestnut stone, cobble stone, etc. are arranged on the inner surface of the concave part and constructed. A revetment with a vegetation and fish nest function.

【0008】(2) 方形基板を空隙を有するポ−ラス
コンクリ−ト製としたことを特徴とする前記(1)項に
記載の植生および魚巣機能を備えた法覆工護岸。
(2) The seawall with vegetation and fish nest functions as described in (1) above, wherein the rectangular substrate is made of porous concrete having voids.

【0009】(3) 方形基板の外周縁部の壁の上面に
松,杉等の木材を埋設または固着したり、鉄平石、玉石
等の天然石を埋め込んだり、擬木または擬石模様を形成
してなることを特徴とする前記(1)および(2)項に
記載の植生および魚巣機能を備えた法覆工護岸。
(3) Wood such as pine and cedar is embedded or fixed on the upper surface of the wall at the outer peripheral edge of the rectangular substrate, natural stones such as iron flat stone and cobble stone are embedded, or a pseudo wood or pseudo stone pattern is formed. A revetment with a method-covered shore having vegetation and fish nest functions according to the above (1) and (2).

【0010】(4) 水抜き孔を形成した壁に隣接する
両壁を低く形成し、法覆工ブロックの全面にネット状ま
たは格子状に形成したガラス繊維または合成樹脂質のシ
−トおよび防錆処理を施した金属で構成された網を、低
く形成した壁の上面に固着付設したことを特徴とする前
記(1)〜(3)項に記載の植生および魚巣機能を備え
た法覆工護岸。
(4) Both sides adjacent to the wall in which the drain hole is formed are formed to be low, and a glass fiber or synthetic resin sheet and a net are formed in a net shape or a lattice shape on the entire surface of the method lining block. A hood with a vegetation and fish nest function as described in the above items (1) to (3), wherein a net made of rust-treated metal is fixedly attached to the upper surface of the lower wall. Revetment.

【0011】(5) 方形基板を四周の壁で囲まれた凹
型部より多少突出させて広く形成してなることを特徴と
する前記(1)〜(4)項に記載の植生および魚巣機能
を備えた法覆工護岸。
(5) The vegetation and fish nest function according to the above (1) to (4), wherein the rectangular substrate is formed so as to protrude slightly from a concave portion surrounded by four peripheral walls to be wide. A seawall with a seawall.

【作用】[Action]

【0012】法覆工ブロックを河川の河岸の高水位部の
法面に設置し、その凹型部の内側に種子混じりの土を客
土し、植物等が成育することによりブロック表面のほぼ
全面が、植物に覆われることにより自然の風情を作り出
すことが出来る。又、法覆工ブロックを低水位部の法面
に設置し、その凹型部の内側に砂利,栗石,玉石等を配
置することで隙間に魚介類,水生昆虫,甲殻類の生物が
棲息すると共に、法面の河川の底部に近い隙間に土砂が
入り込み水生植物が繁茂して餌場,産卵場所,巣を形成
し、自然な水辺空間を構成する。
The lining block is placed on the slope of the river at the high water level on the river bank, and the soil with seeds is buried inside the concave portion, and almost the entire surface of the block is grown by growing plants and the like. It can create a natural atmosphere by being covered with plants. In addition, by installing the lining block on the slope of the low water level and placing gravel, chestnut stone, cobblestone, etc. inside the concave part, fish and shellfish, aquatic insects, crustaceans live in the gaps In the meantime, soil enters the gap near the bottom of the river on the slope, and the aquatic plants thrive and form a feeding ground, an egg laying place, and a nest, forming a natural waterside space.

【0013】河川の河岸部の法面に法覆工ブロックを水
抜き孔を形成した壁側を下方に来るように法面に配列す
ることで、降雨による雨水が凹型部に滞留しないでブロ
ック外に排水され、壁の外周に形成された溝を伝わって
下方の法尻側に迅速に流下するのでブロック内の植物の
根腐れを防止すると共に、法面への雨水の浸透による洗
掘,倒壊を防止する。
[0013] By arranging the lining blocks on the slope of the river bank so that the wall side where the drain holes are formed is located below, the rainwater due to rainfall does not stay in the concave portion and the outside of the block. Drains quickly and flows down the bottom of the slope through the grooves formed on the outer periphery of the wall, preventing root rot of the plants in the block and scouring and collapsing by rainwater penetration into the slope To prevent

【0014】方形の基板をポ−ラスコンクリ−ト製とす
ることで、骨材間に空隙を有しているので低水位用護岸
として用いるときは、客土された土とコンクリ−トで隔
てられた法面の土との間に空気や水が流通し、客土が活
性化し植物の生育に好ましい状況を作り出すと共に、土
の中に生育する昆虫や幼虫に対しても住み心地の良い環
境を提供する。
Since the rectangular substrate is made of porous concrete, there is a gap between the aggregates. Therefore, when the substrate is used as a revetment for low water level, it is separated from the soil covered with the concrete by concrete. Air and water are circulated between the sloped soil and the soil is activated, creating a favorable condition for plant growth, and a comfortable environment for insects and larvae growing in the soil. I will provide a.

【0015】法覆工ブロックを水辺の法面の水中に設置
し、その凹型部の内側に土砂,砂,砂利,栗石,玉石等
を間詰めすることで水草,苔等が繁茂し、隙間に魚介
類,水生昆虫,甲殻類の生物が棲息して、水生生物の餌
場,産卵場所,巣を形成し自然な水辺空間を構成すると
共に、水鳥の餌場を提供する。
The lining block is placed in the water on the slope of the waterside, and soil, sand, gravel, chestnut stone, cobblestone, and the like are interposed between the concave portions so that aquatic plants, moss, and the like prosper, and gaps are formed. It inhabits seafood, aquatic insects, and crustacean organisms, forms a feeding ground for aquatic organisms, spawning grounds, and nests, forms a natural waterside space, and provides a feeding ground for water birds.

【0016】方形基板の外周縁部の壁の上面に松,杉等
の木材を埋設または固着したり、鉄平石、玉石等の天然
石を埋め込んだり、擬木または擬石模様を形成すること
で、植物が成育するまでの間土の地表面の中に帯状に平
行して木や石や模様が浮き出て見え、それらを組み合わ
せることで更により自然な風情となる。特に、草花が生
育してくると石より松,杉等の木材を使用した場合がよ
り自然に近づき柔らかみが出るようである。
By embedding or fixing woods such as pine and cedar, embedding natural stones such as iron flat stone and cobblestone, and forming artificial wood or artificial stone patterns on the upper surface of the wall at the outer peripheral edge of the rectangular substrate, plants can be planted. Trees, stones and patterns appear parallel to the belt surface on the soil surface until they grow, and by combining them, a more natural look is achieved. In particular, when the flower grows, it seems that the use of wood such as pine and cedar rather than stone makes it more natural and soft.

【0017】水抜き孔を形成した壁に隣接する両壁を低
く形成し、法覆工ブロックの全面にネット状または格子
状に形成したガラス繊維や合成樹脂質のシ−トおよび防
錆処理を施した金属で構成された網を、低く形成した壁
の上面に固着付設することで客土の中に浅く隠れると共
に、植物の根が絡み付くので大雨の増水による土砂の押
し流されるのを防止する。法覆工ブロックの凹型部に砂
利,栗石,玉石等を設置したときは、流速の早い急流部
や大雨時の乱流等による先掘が防止され良好な棲息場所
を長年に渡って維持できる。
[0017] Both walls adjacent to the wall in which the drain hole is formed are formed low, and the entire surface of the method lining block is subjected to a net-like or lattice-like sheet of glass fiber or synthetic resin and a rustproof treatment. By fixing the net made of the applied metal on the upper surface of the lower wall, the net can be hidden shallowly in the soil, and the roots of the plants are entangled with each other, so that the sediment is prevented from being washed away by the increase of heavy rain. When gravel, chestnut stone, cobblestone, etc. are installed in the concave portion of the lining block, excavation due to a rapid portion having a high flow velocity or turbulence during heavy rain is prevented, and a good habitat can be maintained for many years.

【0018】法覆工ブロックの施工後にその凹型部の内
側に種子混じりの土を客土したり、砂利,栗石,玉石等
を設置することは、手間が掛かると共に熟練を要する作
業である。そこで据付け前に製造工場または施工現場で
種子混じりの客土や砂利,栗石,玉石等を設置し、シ−
トや網で押さえて置くことでこぼれ落ちを防止でき、単
に据え付けるだけでよいので、近年求められている省力
化,省人化にも寄与出来る。
[0018] After the method lining block is constructed, it is time-consuming and requires skill to put soil containing seeds in the inside of the concave portion, or to install gravel, chestnut stone, cobblestone and the like inside the concave portion. Therefore, before the installation, the seed mixed soil, gravel, chestnut stone, cobblestone, etc. were installed at the manufacturing plant or construction site,
It can be prevented by spilling by holding it down with a net or a net and simply installing it, which can contribute to labor saving and labor saving required in recent years.

【0019】方形基板を凹型部より多少広く突出させた
法覆工ブロックを、法面に敷き並べることで凹型部の間
にU型形状の水道が形成され、大雨時に凹型部より溢れ
出た水がU型の水路に集められ下方に迅速に排水される
ので、法面の上流の水が下流に集まる鉄砲水等によって
客土が洗掘されることがない。
The U-shaped water supply is formed between the concave portions by laying the rectangular lining blocks, each of which has a rectangular substrate protruding slightly wider than the concave portion, on the slope, and water overflowing from the concave portion during heavy rain. Is collected in a U-shaped waterway and quickly drained downward, so that floodwater or the like in which water upstream of the slope gathers downstream does not scour the soil.

【実施例】【Example】

【0020】上記したような本発明によるものの具体的
な実施例について添付図面により説明すると、図1は本
実施例の表面の斜め前方側から見た斜視図であり、この
法覆工ブロックは、用途に応じた適宜な大きさで例えば
一辺の長さが1m前後の正方形で凹型部3の深さが25
〜30cm程度で、コンクリ−ト製基板2の厚さが10
cm前後で、外周縁部の壁4の厚さを8〜10cmに形
成し、その上面には鉄平石の擬石模様7aを施してあ
り、降雨による雨水を凹型部3に滞留させないでブロッ
ク外に迅速に排水させるため、法面下方側の壁4aの基
板2の上面に接する部分に複数の水抜き孔5を形成し、
他の三面の壁4b,4cの外周に排水のための溝6を水
抜き孔の位置に合致させるように設けた法覆工ブロック
1である。
A specific embodiment of the present invention as described above will be described with reference to the accompanying drawings. FIG. 1 is a perspective view of the surface of the present embodiment as viewed obliquely from the front side. For example, a square with a side length of about 1 m and a depth of the concave portion 3 of 25
About 30 cm, and the thickness of the concrete substrate 2 is 10
cm, the thickness of the wall 4 of the outer peripheral edge is formed to 8 to 10 cm, and a pseudo-stone pattern 7a of iron slab is applied to the upper surface thereof, so that rainwater due to rainfall does not stay in the concave portion 3 and goes out of the block. In order to drain the water quickly, a plurality of drain holes 5 are formed in a portion of the lower wall 4a in contact with the upper surface of the substrate 2,
This is a method lining block 1 provided on the outer periphery of the other three walls 4b and 4c so that a groove 6 for drainage matches the position of the drain hole.

【0021】図2は、本実施例の壁4の上面を単なるフ
ラット7としたものを法面8に敷き並べて配設した斜視
図であり、図3は、法覆工ブロック1の凹型部3の内側
に外周縁部の壁4の上面より2cm程度低く客土9を施
した使用状況断面図であり、客土9を施した面に芝や草
花等が生育した状態を表したもので、外周縁部の壁4の
上面のコンクリ−トの地肌が植物で覆われることでより
自然に近い風情を作り出すことが出来る。また、図4に
示すように外周縁部の壁4の表面を玉石模様7bとした
法覆工ブロック1−1とすることで、草花の間に玉石が
見えかくれし昔懐かしい河原をイメ−ジさせる風景をか
もしだすことが出来ると共に、外周縁部の壁4の表面に
鉄平石、その他の擬石模様としたり、各種の天然石を埋
設したり、図5に示すように松や杉等の木材7cを埋設
した法覆工ブロック1−2とすることで柔らかみを出す
ことが出来、造形美が加味されたバラエティに富んだ異
なった趣の風景を呈することが出来る。
FIG. 2 is a perspective view in which the upper surface of the wall 4 according to the present embodiment is simply a flat 7 and is laid and arranged on the slope 8. FIG. 3 is a concave portion 3 of the slope lining block 1. It is a sectional view of the usage state in which the soil 9 is applied about 2 cm lower than the upper surface of the wall 4 of the outer peripheral portion inside the inside, and shows a state in which turf, flowers and the like grow on the surface on which the soil 9 is applied, By covering the ground of the concrete on the upper surface of the wall 4 at the outer peripheral edge with plants, it is possible to create a more natural atmosphere. Also, as shown in FIG. 4, by forming a method lining block 1-1 in which the surface of the outer peripheral wall 4 is a cobblestone pattern 7b, cobblestones can be seen between the flowers and images of an old-fashioned riverbank can be imaged. In addition to being able to bring out the scenery, the surface of the wall 4 at the outer peripheral edge is made of iron slab or other pseudo stone pattern, various natural stones are buried, and wood 7c such as pine or cedar is buried as shown in FIG. By using the law lining block 1-2, softness can be obtained, and a variety of different scenes can be presented in which the aesthetic beauty is added.

【0022】図6は、凹型部3の内側に玉石10を施
し、方形基板をポ−ラスコンクリ−ト製基板2aとした
法覆工ブロック1−3の使用状況断面図であり、時間の
経過と共に土砂11が堆積して水草,苔等が繁茂し、隙
間12に魚介類,水生昆虫,甲殻類の生物が棲息して、
水生生物の餌場,産卵場所,巣を形成し自然な水辺空間
を構成すると共に、水鳥の餌場を提供する。また、土砂
11とコンクリ−トで隔てられた法面8の土との間を通
水するため、水中に生育する昆虫や幼虫に対し住み心地
の良い環境を提供する。これとほぼ同じ効果は、コンク
リ−ト製基板2に水抜き孔を多数設けることでも代用で
きる。
FIG. 6 is a sectional view showing the use of the method lining block 1-3 in which the cobblestone 10 is applied to the inside of the concave portion 3 and the square substrate is made of a porous concrete substrate 2a. At the same time, sediment 11 accumulates and aquatic plants, moss, etc. prosper, and fish, shellfish, aquatic insects, and crustaceans live in the gaps 12,
It forms a natural aquatic space by forming a feeding ground, spawning ground and nest for aquatic organisms, and provides a feeding ground for water birds. Further, since water flows between the soil 11 and the soil on the slope 8 separated by concrete, a comfortable environment for insects and larvae growing in the water is provided. Approximately the same effect can be obtained by providing a large number of drainage holes in the concrete substrate 2.

【0023】図7は、壁4aに隣接する両壁4bを5c
m程低く形成した法覆工ブロック1−4の全面に防錆処
理を施した金属で構成された網13を、壁4bの上面に
埋設されたインサ−ト筋14にボルト15で連結固定し
たもので、固着付設するものとしてはネット状または格
子状に形成したガラス繊維や合成樹脂質のシ−トでも良
い。凹型部の内面に壁4aの上面から2cm程低く客土
9されるので、網13が客土9の中に3cm程浅く隠れ
ると共に、植物の根が絡み付くので大雨の増水による土
砂の押し流されるのを防止し、凹型部3に砂利,栗石,
玉石等を設置したときは、流速の早い急流部や大雨時の
乱流等による先掘が防げ、良好な棲息場所を長年に渡っ
て維持できる。
FIG. 7 shows that both walls 4b adjacent to the wall 4a are 5c.
A net 13 made of metal whose entire surface is covered with a rust-proofing process, which is formed as low as about m, is fixed to an insert streak 14 buried on the upper surface of the wall 4b by bolts 15. The material to be fixedly attached may be a glass fiber or a synthetic resin sheet formed in a net shape or a lattice shape. The soil 9 is buried about 2 cm lower than the upper surface of the wall 4 a on the inner surface of the concave portion, so that the net 13 is concealed about 3 cm shallow in the soil 9, and the roots of the plants are entangled. To prevent the gravel, chestnut stone,
When cobblestones are installed, it is possible to prevent excavation due to a rapid portion having a high flow velocity or turbulence during heavy rain, and to maintain a good habitat for many years.

【0024】図8は、法覆工ブロック1−4の図7の実
施例を法面8に敷き並べて配設した施工後の斜視図であ
り、外周縁部の壁4a,4cの上面に松丸太を半円にし
た木材7cを埋設したもので、据付け前に施工現場で種
子混じりの客土9を間詰めし、単に据え付けすることで
間詰めの手間と熟練を要する作業を省くことが出来るの
で、近年求められている省力化,省人化に寄与出来る。
また、この松や杉等の木材7cは後でボルトやそれに類
したもので連結しても同様の効果を得ることが出来る。
FIG. 8 is a perspective view after construction in which the embodiment of FIG. 7 of the law lining block 1-4 is laid and arranged on the slope 8 and the upper surface of the walls 4a and 4c on the outer peripheral edge is pinched. The semi-circular wood 7c is buried in the log, and the soil 9 with seeds is thinned out at the construction site before installation. By simply installing, it is possible to save labor and skill required for thinning. Therefore, it can contribute to labor saving and labor saving required in recent years.
The same effect can be obtained by connecting the wood 7c such as pine or cedar later with bolts or similar materials.

【0025】図9は、凹型部3より多少広く突出させた
方形基板2bとした法覆工ブロック1−5で四周の壁の
上面を単なるフラット7としたもので、法面に敷き並べ
ることで凹型部の間にU型形状の水路が形成され、大雨
時に凹型部3より溢れ出た水がU型の水路に集められ下
方に迅速に排水され、法面の上方側から下方側に水が集
まって鉄砲水となるようなことがないので、客土9が洗
掘されることがない。
FIG. 9 shows a method in which the upper surface of the four peripheral walls is simply flat 7 by a method lining block 1-5 which is a square substrate 2b protruding slightly wider than the concave portion 3, and is laid on the slope. A U-shaped water channel is formed between the concave portions, and water overflowing from the concave portion 3 during heavy rain is collected in the U-shaped water channel and quickly drained downward, and water is discharged from the upper side to the lower side of the slope. Since there is no possibility of gathering to form a flash flood, the soil 9 is not scoured.

【0026】法覆工ブロック同志の接合部は、図10,
図11に示す通り該ブロック四隅部を一定幅の面で成形
された隅切部16を成形し、外周の排水のための溝6よ
り上の部材厚の略1/2の位置にフック状に曲げ加工さ
れたフック鉄筋17を突設せしめ、該ブロックを設置
後、該ブロックの隅切部で囲まれた穴部19の底部に壁
4の外周部に形成した溝6を伝わった水を流すため、溝
6から下に通水性のある切込砕石21を間詰めし、フッ
ク鉄筋17同志にコの字形状に曲げ加工された接合鉄筋
18を噛設した後、モルタル20を充填することにより
堅固な法覆工ブロックを構築することが出来る。この連
結は、金具によるボルト接合等のこれに類した他の方法
でも一体に構築出来る。
The joints between the legal lining blocks are shown in FIG.
As shown in FIG. 11, four corners of the block are formed into a corner cut portion 16 formed of a surface of a fixed width, and a hook shape is formed at a position approximately half the thickness of the member above the drainage groove 6 on the outer periphery. A bent hook reinforcing bar 17 is protruded, and after the block is installed, water transmitted through the groove 6 formed in the outer peripheral portion of the wall 4 is flowed to the bottom of the hole 19 surrounded by the corner cut portion of the block. For this reason, by cutting cut crushed stones 21 having water permeability downward from the groove 6, filling the hook reinforcing bars 17 with the joint reinforcing bars 18 bent in a U-shape, and then filling the mortar 20. A solid law lining block can be constructed. This connection can be integrally formed by another method similar to this, such as bolt connection with metal fittings.

【0027】図12,図13は、図9の法覆工ブロック
1−5の接合部平面図および断面図で、該ブロック四隅
部に隅切部16を成形し、方形基板2bの略1/2の厚
さの位置にフック鉄筋17を突設せしめ、隅切部で囲ま
れた穴部19のフック鉄筋17同志に接合鉄筋18を噛
設した後、方形基板2bの上面までモルタル20を充填
したもので、方形基板上の隙間はU型の水路22と成っ
ている。この連結は、金具によるボルト接合等のこれに
類した他の方法でも一体に構築出来る。また、方形基板
同士の水密性をアップさせるには、基板に相欠きを設け
たり、パッキンで接合したり、基板の上部のU型部の厚
さの半分ほどにモルタルを充填することで対処できる。
FIGS. 12 and 13 are a plan view and a sectional view, respectively, showing the joint of the method-lined block 1-5 shown in FIG. 9. Corner cuts 16 are formed at the four corners of the block, and approximately 1/1 of the square substrate 2b. The hook reinforcing bar 17 is protruded at the position of the thickness 2 and the joining reinforcing bar 18 is bitten by the hook reinforcing bar 17 in the hole 19 surrounded by the corner cut portion, and then the mortar 20 is filled up to the upper surface of the square substrate 2b. The gap on the rectangular substrate is a U-shaped channel 22. This connection can be integrally formed by another method similar to this, such as bolt connection with metal fittings. Further, in order to improve the water tightness between the rectangular substrates, it is possible to cope with the problem by providing a notch in the substrates, joining them with packing, or filling the mortar to about half the thickness of the U-shaped part on the upper part of the substrates. .

【0028】法覆工ブロックは、法面8に施工されるた
め、ブロック据付け時に法面上部から土砂がこぼれ落ち
ブロック間にはさみこまれて据付けに手間取る等の問題
が出ていた。そこでこれを改善する為に、ブロック底面
の四方に1cm程度の面取り部23を設けることでその
間にこぼれ落ちた土砂が入り込み、よりスピ−ディな据
付けが可能となる。
Since the method lining block is constructed on the slope 8, there has been a problem in that when the block is installed, earth and sand spills from the upper part of the slope and is sandwiched between the blocks, which takes time to install. Therefore, in order to improve this, the chamfered portions 23 of about 1 cm are provided on the four sides of the bottom surface of the block, so that spilled earth and sand can enter between the chamfered portions 23, thereby enabling more speedy installation.

【0029】図14は、図1の実施例を2個連結した形
状とした法覆工ブロック1−6で、該ブロックを大型化
することで施工の省力化,省人化を図り、能率向上を目
指したものである。もちろん施工重機の使用出来る範囲
でさらに大きな寸法のブロックでも製造可能である。
尚、基板および凹型部の形状は、方形に限らず六角形や
円形等にすることで更にバラェティに富んだ造形美を創
り出すことが出来る。
FIG. 14 shows a method lining block 1-6 in which two embodiments of FIG. 1 are connected to each other. By increasing the size of the block, labor and labor for construction can be saved and efficiency can be improved. It is aimed at. Of course, blocks of larger dimensions can be manufactured as long as the construction heavy equipment can be used.
Note that the shapes of the substrate and the concave portion are not limited to a square, but may be hexagonal, circular, or the like to create a variety of more beautiful shapes.

【0030】[0030]

【発明の効果】以上説明したように本発明の第1発明に
よれば、法覆工ブロック1−1を河川の河岸の高水位部
の法面8に設置し、その凹型部3に種子混じりの土を客
土9することで、ブロック表面のほぼ全面が、植物に覆
われることで自然な風情を醸し出すと共に、降雨等によ
る雨水が凹型部に滞留しないで壁4aの水抜き孔5から
ブロック外に排水され、壁の外周に形成された溝6を伝
わって法尻側の下方に迅速に流下されるので植物の根腐
れを防ぎ、雨水が殆ど法面8に浸透しないため洗掘,倒
壊を防ぎ、安定性をアップさせる。さらに該ブロックを
低水位部の法面8に設置し、その凹型部3に砂利,栗
石,玉石等を配置することで隙間12に魚介類,水生昆
虫,甲殻類の生物が棲息し、隙間12に土砂11が入り
込み水生植物が繁茂して餌場,産卵場所,巣等の自然な
水辺空間を形成する。
As described above, according to the first aspect of the present invention, the lining block 1-1 is installed on the slope 8 at the high water level of the river bank, and the seeds are mixed in the concave portion 3 thereof. Almost the entire surface of the block is covered with vegetation to create a natural look, and the rainwater due to rainfall or the like does not stay in the concave portion and blocks from the drain hole 5 of the wall 4a. The water is drained outside and flows down the groove 6 formed on the outer periphery of the wall and quickly flows down the bottom of the slope, preventing root decay of the plant. Scavenging and collapsing because rainwater hardly permeates the slope 8 And improve stability. Further, the block is installed on the slope 8 at the low water level, and gravel, chestnut stone, cobblestone, and the like are arranged in the concave portion 3 so that seafood, aquatic insects, and crustaceans live in the gap 12, and the gap 12 The soil 11 enters the aquatic plants and forms a natural waterside space such as a feeding ground, an egg-laying place, and a nest.

【0031】また第2発明によるときは上記した効果を
有すると共に、方形のポ−ラスコンクリ−ト製基板2a
とすることで、骨材間に空隙を有しているので客土9と
コンクリ−ト製基板で隔てられた法面8の土との間に空
気や水が流通し、客土が活性化し植物の生育に好ましい
状況を創り出すと共に、土の中に生育する昆虫や幼虫に
対しても住み心地の良い環境を提供する。
According to the second aspect of the present invention, the above-mentioned effect is obtained, and a rectangular porous concrete substrate 2a is provided.
Since there is a gap between the aggregates, air and water flow between the soil 9 and the soil on the slope 8 separated by the concrete substrate, and the soil is activated. It creates a favorable situation for plant growth and provides a comfortable environment for insects and larvae growing in the soil.

【0032】第3発明によるものは、壁4の上面に松,
杉等の木材および鉄平石、玉石等の天然石を埋め込んだ
り擬木または擬石模様を形成することで、草花の間に帯
状に平行してまたは格子状に木や石や模様が浮き出て見
え、更にそれらを組み合わせることでより自然な風情と
なる。特に、松,杉等の木材を使用した場合は、より自
然に近い柔らかみが出る。
According to the third invention, pine,
By embedding wood such as cedar and natural stones such as iron flat stone and cobblestone, or forming a pseudo-wood or pseudo-stone pattern, trees, stones and patterns appear in parallel to the belt or in a lattice pattern between the flowers, and Combining the two gives a more natural look. In particular, when wood such as pine and cedar is used, softness closer to nature is obtained.

【0033】第4発明によるものは、壁4bを低く形成
し、ブロックの全面にネット状または格子状に形成した
ガラス繊維または合成樹脂質のシ−トおよび防錆処理を
施した金属で構成された網を、壁4bの上面に固着付設
し客土9の中に浅く覆土し、網に植物の根が絡み付くの
で大雨の増水等による客土の押し流されるのを防止する
と共に、凹型部3に砂利,栗石,玉石等を設置したとき
は、流速の早い急流部や大雨時の乱流等による先掘が防
止され良好な棲息場所を長年に渡って維持できる。ま
た、据付け前に製造工場または施工現場でブロック内に
種子混じりの客土や砂利,栗石,玉石等を設置し、シ−
トや網で押さえて置くことでこぼれ落ちを防止でき、単
に据え付けるだけでよいので、近年求められている省力
化,省人化にも寄与出来る。
According to the fourth aspect of the present invention, the wall 4b is formed to be low, and the entire surface of the block is made of a glass fiber or synthetic resin sheet formed in a net or lattice shape and a metal which has been subjected to rustproofing. The net is fixedly attached to the upper surface of the wall 4b and covered shallowly in the soil 9 to prevent the roots of the plants from being entangled with the net, thereby preventing the soil from being washed away due to increased rainfall and the like. When gravel, rubble stones, cobble stones, etc. are installed, excavation due to rapids with high flow velocity or turbulence during heavy rain is prevented, and a good habitat can be maintained for many years. Prior to installation, seed-mixed soil, gravel, rubble stones, cobblestones, etc. are installed in the block at the manufacturing plant or construction site.
It can be prevented by spilling by holding it down with a net or a net and simply installing it, which can contribute to labor saving and labor saving required in recent years.

【0034】第5発明によるものは、凹型部3より多少
広く突出された方形基板2bとしたもので、ブロックを
法面に敷き並べることで凹型部の間にU型形状の水路2
2が形成され、大雨時に凹型部より溢れ出た水がU型の
水路に集められ下方に迅速に排水され、法面の上方側か
ら下方側に水が集まって鉄砲水となって洗掘されるよう
なことがないので、客土の安定性がアップされる。
According to the fifth aspect of the present invention, the rectangular substrate 2b is formed so as to protrude slightly wider than the concave portion 3. The U-shaped channel 2 is formed between the concave portions by laying blocks on the slope.
2 is formed, and the water that overflows from the concave part during heavy rain is collected in a U-shaped channel and quickly drained downward, and water is collected from the upper side to the lower side of the slope to be flash flooded and scoured. Since there is no such thing, the stability of the land is improved.

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

【図1】本発明による法覆工ブロックの斜め前方からの
一例を示した斜視図である。
FIG. 1 is a perspective view showing an example of a method lining block according to the present invention from obliquely forward.

【図2】図1の実施例を法面に配設した使用状況を示し
た斜視図である。
FIG. 2 is a perspective view showing a usage state in which the embodiment of FIG. 1 is disposed on a slope.

【図3】図1の実施例の凹型部に外周縁部の壁の上面よ
り2cm程度低く客土を施した使用状況断面図である。
FIG. 3 is a sectional view showing the use of the embodiment of FIG. 1 in which the concave portion is applied with soil 2 cm lower than the upper surface of the outer peripheral edge wall.

【図4】同じく外周縁部の壁の表面を玉石模様としたそ
れの違う一例を示した斜め前方からの斜視図である。
FIG. 4 is a perspective view from a diagonally front side showing another example of a cobblestone pattern on the surface of the outer peripheral edge wall.

【図5】同じく外周縁部の壁の表面に松や杉等の木材7
cを埋設したさらに違う一例を示した斜め前方からの斜
視図である。
FIG. 5: Wood 7 such as pine and cedar on the surface of the wall at the outer peripheral edge
It is the perspective view from the slanting front which showed another example which embedded c.

【図6】図1の実施例の基板をポ−ラスコンクリ−ト製
とし玉石を施した違う一例を示した使用状況断面図であ
る。
FIG. 6 is a sectional view showing a use example showing another example in which the substrate of the embodiment of FIG. 1 is made of porous concrete and is provided with a cobblestone.

【図7】壁の二面を低く形成しブロック全面に網を連結
固定した斜め前方からの一例を示した斜視図である。
FIG. 7 is a perspective view showing an example from an oblique front side where two surfaces of a wall are formed low and a net is connected and fixed to the entire surface of the block.

【図8】図7の実施例を法面に配設した使用状況を示し
た斜視図である。
FIG. 8 is a perspective view showing a use state in which the embodiment of FIG. 7 is disposed on a slope.

【図9】方形基板を突出させた違う一例を示した斜め前
方からの斜視図である。
FIG. 9 is a perspective view from an oblique front showing another example in which a rectangular substrate is projected.

【図10】実施例の継ぎ手部の詳細を表した平面図であ
る。
FIG. 10 is a plan view illustrating details of a joint portion of the embodiment.

【図11】図10の継手部の接合方法を表す断面図であ
る。
FIG. 11 is a cross-sectional view illustrating a method of joining the joints of FIG.

【図12】図9の実施例の継手部の接合方法を表す平面
図である。
FIG. 12 is a plan view illustrating a method of joining the joints of the embodiment in FIG. 9;

【図13】図12の実施例の継手部の接合方法を表す断
面図である。
13 is a cross-sectional view illustrating a method of joining the joints of the embodiment in FIG.

【図14】図1の実施例を2個連結した大型化の一例を
示した斜視図である。
FIG. 14 is a perspective view showing an example of enlargement by connecting two embodiments of FIG. 1;

【符号の説明】[Explanation of symbols]

1 法覆工ブロック 1−1 法覆工ブロック 1−2 法覆工ブロック 1−3 法覆工ブロック 1−4 法覆工ブロック 1−5 法覆工ブロック 1−6 2個連結した法覆工ブロック 2 コンクリ−ト製基板 2a ポ−ラスコンクリ−ト製基板 2b 凹段部より多少突出させたコンクリ−ト製基板 3 凹型部 4 外周縁部の壁 4a 外周縁部の法面の下方側の壁 4b 外周縁部の法面に直交する側の壁 4c 外周縁部の法面の上方側の壁 5 水抜き孔 6 壁の外周部に設けた排水のための溝 7 壁の平らな上面 7a 壁の上面に設けた鉄平石の擬石模様 7b 壁の上面に設けた玉石の擬石模様 7c 壁の上面に埋設した松や杉等の木材 8 法面 9 客土 10 玉石 11 土砂 12 隙間 13 網 14 インサ−ト筋 15 ボルト 16 隅切部 17 フック鉄筋 18 コの字形状に曲げ加工された接合鉄筋 19 連結穴部 20 モルタル 21 切込砕石 22 U型の水路 23 面取り部 DESCRIPTION OF REFERENCE NUMERALS 1 legal lining block 1-1 legal lining block 1-2 legal lining block 1-3 legal lining block 1-4 legal lining block 1-5 legal lining block 1-6 legal lining connected two Block 2 Concrete board 2a Porous concrete board 2b Concrete board slightly protruding from the concave step 3 Recessed section 4 Wall of outer peripheral edge 4a Lower side of slope of outer peripheral edge Wall 4b Wall on the side orthogonal to the slope of the outer peripheral edge 4c Wall on the upper side of the slope of the outer peripheral edge 5 Drain hole 6 Drainage groove provided on the outer peripheral portion of the wall 7 Flat upper surface of the wall 7a Pseudo-stone pattern of iron flat stone provided on the upper surface of the wall 7b Pseudo-stone pattern of cobble stone provided on the upper surface of the wall 7c Wood such as pine and cedar buried in the upper surface of the wall 8 Slope 9 Guest soil 10 Cobble stone 11 Earth and sand 12 Gap 13 Net 14 Insulator -Reinforcing bars 15 Bolts 16 Corner cuts 17 Reinforcing hooks 18 Processed joined rebar 19 connecting hole bent into shape 20 mortar 21 cuts crushed stone 22 U-shaped water channel 23 chamfer

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 コンクリ−ト製方形基板の外周縁部に一
定厚さの壁を設けて深い凹型部を形成すると共に、法面
の下方に位置する一方の壁の下部に複数の水抜き孔を形
成し、他の三面の壁の外周に排水のための水抜き孔の位
置に合致させた溝を設けた法覆工ブロックを使用し、河
川の河岸部の法面に前記法覆工ブロックを水抜き孔を形
成した壁側が下方に来るように法面に配列し、凹型部の
内面に種子混じりの客土または砂利,栗石,玉石等を配
置して構築してなる植生および魚巣機能を備えた法覆工
護岸。
1. A concrete rectangular substrate is provided with a wall having a constant thickness at an outer peripheral edge thereof to form a deep concave portion, and a plurality of drain holes are formed at a lower portion of one wall located below a slope. Forming a groove on the outer periphery of the other three walls, the groove being matched with the position of a drain hole for drainage, and using the law lining block on the sloping side of the river bank. Vegetation and fish nest function constructed by arranging on the slope so that the wall side where the drain hole is formed is on the lower side, and arranging seed-mixed soil or gravel, chestnut stone, cobblestone, etc. on the inner surface of the concave part A seawall with a seawall.
【請求項2】 方形基板をポ−ラスコンクリ−ト製とし
たことを特徴とする請求項1に記載の植生および魚巣機
能を備えた法覆工護岸。
2. The seawall with vegetation and fish nest functions according to claim 1, wherein the rectangular substrate is made of porous concrete.
【請求項3】 方形基板の外周縁部の壁の上面に松,杉
等の木材を埋め込みまたは固着したり、鉄平石,玉石等
の天然石を埋め込んだり、上面を擬木または擬石模様に
形成してなることを特徴とする請求項1または請求項2
に記載の植生および魚巣機能を備えた法覆工護岸。
3. A method of embedding or fixing wood such as pine or cedar, embedding natural stones such as iron flat stone or cobblestone, or forming the upper surface into a pseudo-wood or pseudo-stone pattern on the upper surface of the wall at the outer peripheral edge of the rectangular substrate. 3. The method according to claim 1, wherein
A revetment with a vegetation and fish nest function as described in.
【請求項4】 水抜き孔を形成した壁に隣接する両壁を
低く形成し、法覆工ブロックの全面にネット状または格
子状に形成したガラス繊維や合成樹脂質のシ−トおよび
防錆処理を施した金属で構成された網を、低く形成した
壁の上面に固着付設したことを特徴とする請求項1〜3
のいずれか1つに記載の植生および魚巣機能を備えた法
覆工護岸。
4. A glass fiber or synthetic resin sheet and rust preventive formed on both sides of the lower wall adjacent to the wall on which the drain hole is formed, and formed in a net or lattice shape on the entire surface of the method lining block. 4. A net made of treated metal is fixedly attached to an upper surface of a lower wall.
A revetment with a vegetation and a fish nest function according to any one of the above.
【請求項5】 四周の壁で囲まれた凹型部より方形基板
を多少広く突出させて形成してなることを特徴とする請
求項1〜4のいずれか1つに記載の植生および魚巣機能
を備えた法覆工護岸。
5. The vegetation and fish nest function according to claim 1, wherein a rectangular substrate is formed so as to protrude slightly wider than a concave portion surrounded by four peripheral walls. A seawall with a seawall.
JP6000203A 1994-01-06 1994-01-06 Seawall revetment with vegetation and fish nest functions Expired - Fee Related JP2787412B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6000203A JP2787412B2 (en) 1994-01-06 1994-01-06 Seawall revetment with vegetation and fish nest functions

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6000203A JP2787412B2 (en) 1994-01-06 1994-01-06 Seawall revetment with vegetation and fish nest functions

Publications (2)

Publication Number Publication Date
JPH07197429A JPH07197429A (en) 1995-08-01
JP2787412B2 true JP2787412B2 (en) 1998-08-20

Family

ID=11467427

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6000203A Expired - Fee Related JP2787412B2 (en) 1994-01-06 1994-01-06 Seawall revetment with vegetation and fish nest functions

Country Status (1)

Country Link
JP (1) JP2787412B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8459896B2 (en) 2008-01-15 2013-06-11 Ecs Solutions, Llc Permeable paving system
US8251607B2 (en) * 2008-01-15 2012-08-28 Ecs Solutions, Llc System and apparatus of fluid storage using paver blocks
US10640929B2 (en) 2017-03-24 2020-05-05 Pavedrain, Llc Ground water filtration system
CN113322893A (en) * 2021-05-31 2021-08-31 张宝成 Ecological restoration bank protection of hydraulic engineering

Also Published As

Publication number Publication date
JPH07197429A (en) 1995-08-01

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