JPH0988038A - Greening method and flexible revetment material - Google Patents

Greening method and flexible revetment material

Info

Publication number
JPH0988038A
JPH0988038A JP26928595A JP26928595A JPH0988038A JP H0988038 A JPH0988038 A JP H0988038A JP 26928595 A JP26928595 A JP 26928595A JP 26928595 A JP26928595 A JP 26928595A JP H0988038 A JPH0988038 A JP H0988038A
Authority
JP
Japan
Prior art keywords
plants
bag body
soil
flexible
revetment material
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP26928595A
Other languages
Japanese (ja)
Other versions
JP3317472B2 (en
Inventor
Eijiro Muramatsu
栄二郎 村松
Hiroyuki Yai
裕幸 屋井
Hiroshi Komori
博 小森
Yasuaki Watanabe
康明 渡辺
Mitsuo Taniguchi
美津男 谷口
Yasuyoshi Fujishima
泰良 藤嶋
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.)
Nisshoku Corp
Tokyu Construction Co Ltd
Asahi Kasei Engineering Corp
Original Assignee
Asahi Engineering Co Ltd Osaka
Nisshoku Corp
Tokyu Construction 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 Asahi Engineering Co Ltd Osaka, Nisshoku Corp, Tokyu Construction Co Ltd filed Critical Asahi Engineering Co Ltd Osaka
Priority to JP26928595A priority Critical patent/JP3317472B2/en
Publication of JPH0988038A publication Critical patent/JPH0988038A/en
Application granted granted Critical
Publication of JP3317472B2 publication Critical patent/JP3317472B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To cover and protect a slope of a revetment body or a low water level bed of a river and positively accelerate greening at the water front by vegetation and efficiently construct a channel and revetment with many natural elements creating inhabitable circumstances of aquatic animals and plants and purifying functions of water quality. SOLUTION: Flexible revetment materials A filled with a mixture of stones 2, soil 3 for cultivation of plants, seeds 4 of plants, stalks and leaves 5a, stumps 5b, etc., in a cylindrical bag body 1 are laid on a bank of a river or the like. The cylindrical bag body has a double-structure and the external bag body 1A has a large tensile strength and a structure made of large mesh cloth constituted of durable fiber. The internal bag body 1B has such a fine mesh cloth structure, poor in the durability, that soil 3 for cultivation of plants, seeds 4 of plants, stalks and leaves 5a, stumps 5b, etc., do not flow out. And the meshes are widened in such an extent that the cultivation of plants is not hindered by corrosion of fiber and friction of meshes or the like.

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、河川,湖沼,調整
池等の岸辺(例えば、堤体の法面,河川の低水位敷き等
である。)を植生護岸する緑化工法とそれに使用する可
撓性護岸材に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a revegetation method for vegetation protection along riversides such as rivers, lakes and marshes, regulating ponds (for example, slopes of levee bodies, low water level of rivers, etc.) and its use. It relates to a flexible revetment material.

【0002】[0002]

【従来の技術】河川や湖沼等の堤体法覆工や護岸工とし
ては、従来より、石張り工法、コンクリートの張りブロ
ック工法、法枠工法、ブロックマット工法、布製型枠モ
ルタル注入工法、蛇かご工等々、多くの工法が用いられ
て来た。しかしながら、洪水に対する安全度や維持管理
の容易性を過度に重視したために、三面張り水路に代表
されるように、河川,湖沼等が本来有していた動植物の
生育環境や自然景観を損なう結果となっている。
2. Description of the Related Art Conventionally, stone lining method, concrete upholstery block method, method frame method, block mat method, cloth form mortar pouring method, snake, etc. Many construction methods have been used, such as basketwork. However, due to the excessive importance of safety against floods and easiness of maintenance, it may damage the natural environment and the natural environment of animals and plants, such as rivers and lakes, as represented by the three-sided canal. Has become.

【0003】このため、近年では、法面を被覆保護する
と共に、植生による水際の積極的な緑化を行って、水生
動植物の棲息環境の創出や水質の浄化機能を持たせた多
自然型水路・護岸の構築が種々、試みられている。
For this reason, in recent years, in addition to protecting and protecting slopes, active greening at the water's edge by vegetation creates a habitat environment for aquatic plants and animals and a multi-natural waterway with a water purification function. Various attempts have been made to construct revetments.

【0004】その代表的な工法の一つは、ナイロン製の
筒状袋体の内部にヤシ繊維を高密度に充填してなる可撓
性護岸材を河川,湖沼,調整池等の岸辺に敷設して、こ
れを水生植物の生育基盤とする一方、圃場で十分に成長
させた植物を、前記可撓性護岸材に植栽することによ
り、水辺の緑化や生態系の復元・修復を行う緑化工法で
ある。
One of the typical construction methods is to lay flexible revetment material in which a nylon fiber bag is densely packed with coconut fibers inside rivers, lakes and ponds. Then, while using this as a growth base for aquatic plants, plants that have been sufficiently grown in the field are planted on the above-mentioned flexible revetment material, thereby planting waterside and restoring / restoring the ecosystem. It is a construction method.

【0005】[0005]

【発明が解決しようとする課題】上述した従来の緑化工
法では、植栽する植物の維持管理や運搬に多大の手間が
必要である上、工事現場において、植物を可撓性護岸材
に植栽するため、施工性が悪い。しかも、筒状袋体にヤ
シ繊維を充填した可撓性護岸材であるが故に、比重が小
さくて、急流部や砂質土壌の河岸においては、可撓性護
岸材の固定が困難であり、ナイロンネットに石を充填し
た蛇かご状の護岸材と組み合わせて使用することが必要
とされ、二種類の護岸材を準備して組み合わすので、施
工が非常に面倒である。また、植物が植栽された可撓性
護岸材と蛇かご状の護岸材とを交互に敷設した場合、蛇
かご状の護岸材には植生が無く、縞状の緑化となって、
不自然な印象を与えることになる。
In the above-mentioned conventional greening method, a great deal of labor is required for the maintenance and transportation of the plant to be planted, and the plant is planted on a flexible seawall at the construction site. The workability is poor. Moreover, since it is a flexible revetment material in which a tubular bag body is filled with coconut fiber, it has a small specific gravity, and it is difficult to fix the flexible revetment material at the riverbank of rapids or sandy soil. It is necessary to use it in combination with a stone net-filled revetment material that is a nylon net filled with stones, and two types of revetment material are prepared and combined, which makes construction extremely troublesome. In addition, when the flexible seawall and the serpentine-shaped seawall are alternately laid, the serpentine-shaped seawall has no vegetation and is striped green.
It gives an unnatural impression.

【0006】本発明は、このような従来技術の問題点を
ふまえてなされたものであって、堤体の法面や河川の低
水位敷き等を被覆保護すると共に、植生による水際の積
極的な緑化を行って、水生動植物の棲息環境の創出や水
質の浄化機能を持たせた多自然型水路・護岸を能率良く
構築できるようにした緑化工法とそれに好適に使用でき
る可撓性護岸材を提供することを目的としている。
The present invention has been made in view of the problems of the prior art as described above, and protects the slopes of dike bodies and low water level spreads of rivers and protects them from vegetation at the water's edge. Providing a revegetation method that enables efficient construction of multi-natural waterways and revetments that create a habitat for aquatic plants and animals and purify water quality by providing greening, and a flexible revetment material that can be suitably used The purpose is to do.

【0007】[0007]

【課題を解決するための手段】上述した課題を解決する
ために、本発明が講じた技術手段は、次のとおりであ
る。即ち、請求項1に記載の緑化工法は、筒状袋体の内
部に、石と、植物生育用土壌と、植物種子,茎葉部,根
株等との混合物を充填してなる可撓性護岸材を、河川,
湖沼,調整池等の岸辺に敷設することを特徴としてい
る。
[Means for Solving the Problems] The technical means taken by the present invention to solve the above problems are as follows. That is, the greening method according to claim 1 is a flexible revetment material in which a mixture of stones, soil for growing plants, plant seeds, foliage, roots, etc. is filled inside a tubular bag. The river,
It is characterized by being laid on the shore of lakes, regulating ponds, etc.

【0008】尚、請求項1に記載の緑化工法において、
可撓性護岸材を、河川,湖沼,調整池等の岸辺に敷設す
るにあたっては、可撓性護岸材を、1本ずつ又は複数本
ずつ、直接、岸辺に敷設してもよく、予め、岸辺に基布
を敷設し、その上に可撓性護岸材を取り付けるようにし
てもよいが、請求項2に記載の緑化工法のように、前記
可撓性護岸材が基布を介して複数列一体的に配設されて
なる護岸材ユニットを用いることが、施工性のより一層
の向上を図る上で、望ましい。
In the greening method according to claim 1,
When laying flexible revetment materials on the shore of rivers, lakes, ponds, etc., one or more flexible revetment materials may be laid directly on the shore, or in advance. The base revetment material may be laid on the base material, and the flexible revetment material may be attached thereto. However, as in the greening method according to claim 2, the flexible revetment material is provided in a plurality of rows through the base fabric. It is desirable to use the revetment material unit integrally arranged in order to further improve the workability.

【0009】請求項3に記載の可撓性護岸材は、筒状袋
体の内部に、石と、植物生育用土壌と、植物種子,茎葉
部,根株等との混合物を充填してなる可撓性護岸材であ
って、前記筒状袋体が、外袋体と内袋体とからなる二重
構造とされ、外袋体は、引張強度が高くて耐久性に富む
繊維で構成された布帛からなり、布帛目合いは、前記石
を保持し得る大きさで且つ植物の生育に妨げとならない
大きさに設定され、内袋体は、耐久性に劣る繊維で構成
された布帛からなり、布帛目合いは、植物生育用土壌や
植物種子,茎葉部,根株等の流出を阻止できる大きさに
設定され、繊維の腐蝕,目ずれ等により布帛目合いが植
物の生育に妨げとならない大きさに拡大するように構成
されていることを特徴としている。
The flexible revetment material according to claim 3 can be obtained by filling a mixture of stones, soil for growing plants, plant seeds, foliage, roots, etc. in a tubular bag. A flexible revetment material, wherein the tubular bag body has a double structure composed of an outer bag body and an inner bag body, and the outer bag body is composed of fibers having high tensile strength and high durability. It is made of cloth, the cloth texture is set to a size that can hold the stone and does not hinder the growth of plants, and the inner bag body is made of cloth having poor durability, The fabric texture is set to a size that can prevent the outflow of soil for plant growth, plant seeds, foliage, root stocks, etc., and the fabric texture does not hinder plant growth due to fiber corrosion, misalignment, etc. It is characterized in that it is configured to expand.

【0010】尚、可撓性護岸材の筒状袋体に充填する石
としては、砕石や砂利である。植物生育用土壌として
は、バーク堆肥,ピートモス等の人工客土,焼却灰を原
料にした園芸用土,現場発生土等や、それらに肥料や活
性炭等の水質浄化材を混合したものが任意に選択して使
用される。植物種子としては、例えば、ケンタッキー3
1フェスク,バミューダグラス,リードキャナリーグラ
ス等、植物種子のうち、木本種子としてはイタチハギ等
が使用され、萌芽性茎葉あるいは根株としては、セリ,
ヨシ,イタチハギ,ヤナギ等が使用される。
Stones to be filled in the tubular bag body of the flexible revetment material are crushed stone and gravel. As soil for plant growth, bark compost, artificial soil such as peat moss, horticultural soil made from incinerated ash, on-site soil, etc., or a mixture of them with a water purification agent such as fertilizer or activated carbon is arbitrarily selected. Then used. Examples of plant seeds include Kentucky 3
Among the plant seeds such as 1 fescue, bermudagrass, and reed canary grass, weasel, etc. are used as woody seeds, and sperm, spores, etc.
Reed, weasel, willow, etc. are used.

【0011】[0011]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。図1、図2は、本発明に係る緑化
工法の一例を示す。この緑化工法は、筒状袋体1の内部
に、粒径50〜70mm程度の石(砕石を使用している
が、砂利でもよい。)2と、バーク堆肥,ピートモス等
の人工客土,焼却灰を原料にした園芸用土,現場発生土
等や、それらに肥料や活性炭等の水質浄化材を混合した
ものから任意に選択して使用される植物生育用土壌3
と、植物種子4,茎葉部5a,根株5b等(植物種子,
茎葉部,根株の三種類でも良く、それらのうち、任意の
一種類又は二種類でも良いと言う意味である。植物種子
としては、例えば、ケンタッキー31フェスク,バミュ
ーダグラス,リードキャナリーグラス等、植物種子のう
ち、木本種子としてはイタチハギ等が使用され、萌芽性
茎葉あるいは根株としては、セリ,ヨシ,イタチハギ,
ヤナギ等が使用される。)との混合物を充填してなる可
撓性護岸材Aを、河川,湖沼,調整池等の岸辺の一例で
ある堤体6の法面に敷設して、堤体6の法面を被覆保護
すると共に、前記植物生育用土壌3を培地として、植物
種子4,茎葉部5a,根株5b等を発芽・発根させ、成
長させることにより、植生による水際の積極的な緑化を
行って、水生動植物の棲息環境の創出や水質の浄化機能
を持たせた多自然型水路・護岸を構築するものである。
筒状袋体1に充填する混合物の配合は、設置場所、河川
水位、気象条件等により、任意に調整できる。
Embodiments of the present invention will be described below with reference to the drawings. 1 and 2 show an example of a greening method according to the present invention. In this greening method, inside the tubular bag 1, stones with a particle size of 50 to 70 mm (crushed stone is used, but gravel may be used) 2, bark compost, artificial soil such as peat moss, and incineration. Soil for plant growth, which is used by arbitrarily selecting from horticultural soil made from ash, soil generated at the site, or a mixture of these with water purification agents such as fertilizer or activated carbon.
And plant seeds 4, foliage 5a, roots 5b, etc. (plant seeds,
It means that there may be three types of stems and leaves and roots, and any one or two of them may be used. As plant seeds, for example, Kentucky 31 fescue, Bermudagrass, reed canary grass, and the like, among plant seeds, weasel, etc. are used as woody seeds, and as germinated foliage or roots, seri, reed, weasel,
Willow etc. are used. ) A flexible revetment material A filled with a mixture with) is laid on the slope of the bank 6 which is an example of the shore of rivers, lakes, regulating ponds, etc., and the slope of the bank 6 is covered and protected. In addition, by using the soil for plant growth 3 as a medium, the plant seeds 4, foliage 5a, roots 5b, etc. are germinated and rooted to grow, thereby actively greening the water at the water's edge by vegetation, and aquatic plants and animals. It will build a multi-natural waterway and revetment with the function of creating a living environment and purifying water quality.
The composition of the mixture to be filled in the tubular bag 1 can be arbitrarily adjusted depending on the installation location, river water level, weather conditions, and the like.

【0012】筒状袋体1の長さは、2〜10m、袋径は
10〜30cmの範囲で、任意に設定すればよいが、トラ
ック輸送や現場での小運搬等を勘案すると、長さ4m、
袋径15cm程度が好ましい。
The length of the tubular bag 1 may be set arbitrarily within a range of 2 to 10 m and a bag diameter of 10 to 30 cm, but the length is considered in consideration of truck transportation and small transportation on site. 4m,
The bag diameter is preferably about 15 cm.

【0013】この緑化工法によれば、筒状袋体1の内部
に、石2と、植物生育用土壌3と、植物種子4,茎葉部
5a,根株5b等との混合物を充填してなる可撓性護岸
材Aを使用するので、法面等の地形に合わせて任意に湾
曲させた状態に敷設できるばかりでなく、充填物の骨材
となる石2の重量によって、可撓性護岸材Aを安定良く
敷設することができる。
According to this greening method, a tubular bag 1 is filled with a mixture of stones 2, soil 3 for growing plants, plant seeds 4, foliage 5a, roots 5b, etc. Since the flexible revetment material A is used, the flexible revetment material A can be laid not only in a curved state according to the terrain such as a slope but also due to the weight of the stone 2 which is an aggregate of the filling material. Can be laid stably.

【0014】従って、水流のある場所や砂質土壌の河岸
においても、可撓性護岸材Aの固定が容易であり、法面
の角度等によって、必要であれば、図2に示すように、
杭7を用いて、所々を補助的に固定すればよい。
Therefore, the flexible revetment material A can be easily fixed even on a place where water flows or on the bank of sandy soil, and if necessary depending on the angle of the slope, as shown in FIG.
The piles 7 may be used to supplementally fix the places.

【0015】筒状袋体1としては、引張強度が高くて耐
久性に富む繊維で構成された格子状の補強帯と、当該補
強帯の格子間に細かな目合いに織り込まれ、時間の経過
に伴い腐蝕や溶解によって、補強帯だけが残るようにし
た一重の布帛で構成することも可能であるが、この実施
形態では、図3に示すような、外袋体1Aと内袋体1B
とからなる二重構造の筒状袋体1を使用している。
The tubular bag 1 is woven in a fine mesh between the lattice-shaped reinforcing strips made of fibers having high tensile strength and high durability, and the lattices of the reinforcing strips are woven into the tubular bag 1 with the passage of time. It is also possible to form a single cloth in which only the reinforcing band remains due to corrosion or dissolution, but in this embodiment, the outer bag body 1A and the inner bag body 1B as shown in FIG.
The tubular bag 1 having a double structure composed of and is used.

【0016】前記外袋体1Aは、石2の保持、可撓性護
岸材Aの吊り込み等の施工時に作用する荷重、水制等に
必要な強度を負担するものであって、引張強度が高くて
耐久性に富む繊維(例えば、ナイロン,ポリエステル,
アラミド,カーボン,ガラス,ポリアセタール樹脂等を
芯材とし、当該芯材にPVCやアクリル樹脂等による樹
脂コーティングを施してなる繊維で構成された布帛から
なり、布帛目合いは、前記石を保持し得る大きさで且つ
植物の生育に妨げとならない大きさ、つまり、10〜5
0mm(標準は20mm)程度に設定されている。
The outer bag 1A bears a load acting on the construction such as holding the stone 2 and suspending the flexible revetment A, and strength required for water control. High and durable fibers (eg nylon, polyester,
The core material is aramid, carbon, glass, polyacetal resin, or the like, and the core material is made of a fiber made of resin coated with PVC, acrylic resin, or the like, and the cloth texture can hold the stone. A size that does not hinder the growth of plants, that is, 10 to 5
It is set to about 0 mm (standard is 20 mm).

【0017】前記内袋体1Bは、充填時や施工中に植物
生育用土壌や種子分が抜け出すのを防止するものであっ
て、充填中に破断しない程度の引張強度とした耐久性に
劣る繊維で構成した布帛(例えば、補強のためのナイロ
ン等のフィラメント長繊維、耐候性強化および土壌流出
防止のためのケバのあるアクリル繊維等の紡績糸、目ず
れ促進のために易劣化性のセルロース,スフ繊維、目合
い拡大のためのポリビニールアルコール等水溶性繊維を
混織して製作した布帛)からなり、初期の布帛目合い
は、植物生育用土壌3や植物種子4,茎葉部5a,根株
5b等の流出を阻止できる大きさ(具体的には、0.1
〜2mm)に設定されている。そして、水分に接した状態
においては、時間の経過につれて、上記の目合いが、繊
維の腐蝕や溶解、目ずれ等により植物の生育の妨げとな
らない大きさに拡大するようになっている。図3の実施
形態では、最終的には、内袋体1Bの全体が溶失し、外
袋体1Aだけが残るようになっている。
The inner bag 1B is intended to prevent the soil for growing plants and seeds from coming out during filling or during construction, and is a fiber having poor tensile strength that does not break during filling. (For example, filament long fibers such as nylon for reinforcement, spun yarn such as fluffy acrylic fibers for strengthening weather resistance and preventing soil outflow, and easily degradable cellulose for promoting misalignment, Suf fiber, a fabric made by mixing and weaving water-soluble fibers such as polyvinyl alcohol for expanding the texture), and the initial fabric texture is soil 3 for plant growth, plant seed 4, foliage 5a, root stock A size that can prevent the outflow of 5b (specifically, 0.1
It is set to ~ 2 mm). Then, in the state of being in contact with water, the mesh size is expanded with the passage of time to a size that does not hinder the growth of plants due to corrosion and dissolution of fibers, misalignment and the like. In the embodiment of FIG. 3, finally, the entire inner bag 1B is melted away and only the outer bag 1A remains.

【0018】而して、図2、図4の(A)に示すよう
に、堤体6の法面に可撓性護岸材Aが敷設されると、法
面が可撓性護岸材Aによって被覆保護され、法面表層土
壌のエロージョンが防止されることになる。また、可撓
性護岸材Aが排水路としても機能するので、法面の表面
水の排除が速やかに行われる。
As shown in FIGS. 2 and 4 (A), when the flexible revetment material A is laid on the slope of the bank 6, the slope is formed by the flexible revetment material A. It is covered and protected, and erosion of the sloped surface soil is prevented. Further, since the flexible revetment material A also functions as a drainage channel, surface water on the slope can be quickly removed.

【0019】そして、可撓性護岸材Aの敷設後、所定の
期間が経過すると、筒状袋体1に充填された植物種子
4,茎葉部5a,根株5b等は、河川や湖沼の水、雨
水、植物生育用土壌3に含まれる養分等を吸収すること
により、植物生育用土壌3を培地として発芽・発根し、
これらの植物の成長により、図4の(B)に示すよう
に、法面の緑化が行われ、自然景観に近い堤体6の被覆
護岸が構築されることになる。従って、圃場で成長させ
た植物を工事現場に搬入して可撓性護岸材に植栽すると
いった手間は、一切不要である。
After a predetermined period of time elapses after the flexible revetment material A has been laid, the plant seeds 4, the foliage portions 5a, the root stocks 5b, etc. filled in the tubular bag body 1 are By absorbing rainwater and nutrients contained in the plant growth soil 3, germination and rooting are performed by using the plant growth soil 3 as a medium,
As a result of the growth of these plants, as shown in FIG. 4B, the slopes are greened, and the covered revetment of the bank 6 close to the natural landscape is constructed. Therefore, it is not necessary to bring the plant grown in the field to the construction site and plant it on the flexible revetment material.

【0020】水際部の筒状袋体1は、水生動植物への最
適な棲息環境を提供すると共に、水質浄化に係わる有用
微生物の棲息場所ともなり、河川等の直接浄化に寄与す
ることになる。また、筒状袋体1の充填物の骨材となる
石2の重量によって、可撓性護岸材Aを安定良く敷設す
ることができるので、可撓性護岸材Aによる水制の効果
も期待できる。
The tubular bag 1 at the water's edge provides an optimal habitat environment for aquatic plants and animals, and also serves as a habitat for useful microorganisms involved in water purification, contributing to direct purification of rivers and the like. Moreover, since the flexible revetment material A can be stably laid by the weight of the stone 2 which is the aggregate of the filling of the tubular bag body 1, the effect of water control by the flexible revetment material A is also expected. it can.

【0021】筒状袋体1に対する混合物の充填作業は、
例えば、次のようにして行われる。即ち、図1に示すよ
うに、架台8に対し水平面内で互いに直角な二方向に往
復移動可能なパレット台9の上に複数本の筒状袋体1を
セットし、架台8に対して固定された充填機10のガイ
ドパイプ11を一つの筒状袋体1に挿入して、当該筒状
袋体1の最遠端から徐々に充填する。ガイドパイプ11
は、パレット台9を充填機10から離れる方向へ移動さ
せることにより、充填スピードに合わせて引き抜かれ
る。充填が完了するとパレット台9を横移動させて隣の
筒状袋体1に同様な手順により繰り返し充填して行き、
各筒状袋体1の充填口は、接着、縫着、ステープル止め
等の手段により閉塞する。
The operation of filling the mixture into the tubular bag 1 is as follows.
For example, it is performed as follows. That is, as shown in FIG. 1, a plurality of cylindrical bags 1 are set on a pallet base 9 that can reciprocate in two directions perpendicular to each other in a horizontal plane with respect to the base 8 and fixed to the base 8. The guide pipe 11 of the filling machine 10 thus inserted is inserted into one tubular bag body 1 and gradually filled from the farthest end of the tubular bag body 1. Guide pipe 11
The pallets are removed in accordance with the filling speed by moving the pallet table 9 in the direction away from the filling machine 10. When the filling is completed, the pallet base 9 is laterally moved to fill the adjacent tubular bag 1 repeatedly in the same procedure,
The filling port of each tubular bag 1 is closed by means such as bonding, sewing and stapling.

【0022】この充填作業は、工場又は現場の何れにお
いて行ってもよい。何れにしろ、上記の通り、植物種子
4のような粒径の小さな軽量のものから、砕石や砂利の
ように大きくて重い石2までの混合物を充填することに
なるから、混合物供給ホッパー12に装備されたエアー
コンプレッサーから送られる圧搾空気に乗せて粉粒物を
気送する一般的な充填機では、充填が困難である。
This filling operation may be performed either in the factory or in the field. In any case, as described above, a mixture of small and lightweight particles such as plant seeds 4 to large and heavy stones 2 such as crushed stone and gravel is filled, so that the mixture supply hopper 12 is filled. It is difficult to fill with a general filling machine that carries powder and granules on compressed air sent from an equipped air compressor.

【0023】このため、図示の実施形態では、次のよう
に改良された充填機10を使用している。即ち、図5に
示すように、ガイドパイプ11と充填機10本体との間
に、内径がガイドパイプ11の内径と同じ105mmの外
側シリンダー13aと、内径が90mmの内側シリンダー
13bとからなる長さ30〜50cmの二重シリンダー1
3を介装すると共に、外側シリンダー13aにエアーコ
ンプレッサー14から送られる圧搾空気の注入口15を
設け、当該注入口15から注入された圧搾空気を内側シ
リンダー13bの先端外周部と前記ガイドパイプ11の
元端との間に形成した環状スリット16から充填方向に
沿ったジェット気流として噴出させ、当該ジェット気流
によるコアンダ効果により、内側シリンダー13bの内
部を気送される混合物を吸引して、土砂詰まりを防止す
るように構成している。尚、図示のように、外側シリン
ダー13aに通気口17を形成して、外側シリンダー1
3aと内側シリンダー13bの間に自由空気を取り込む
ように構成する方が、上記のコアンダ効果が高まる。
For this reason, the illustrated embodiment uses a filling machine 10 improved as follows. That is, as shown in FIG. 5, a length formed between the guide pipe 11 and the main body of the filling machine 10 is an outer cylinder 13a having an inner diameter of 105 mm, which is the same as the inner diameter of the guide pipe 11, and an inner cylinder 13b having an inner diameter of 90 mm. 30-50 cm double cylinder 1
3, the outer cylinder 13a is provided with an inlet 15 for the compressed air sent from the air compressor 14, and the compressed air injected from the inlet 15 is connected to the outer periphery of the tip of the inner cylinder 13b and the guide pipe 11. It is jetted as a jet stream along the filling direction from the annular slit 16 formed between the base end and the jet stream, and by the Coanda effect due to the jet stream, the mixture sent in the inside of the inner cylinder 13b is sucked, and clogging of sediment is prevented. It is configured to prevent. In addition, as shown in the drawing, the vent 17 is formed in the outer cylinder 13a, and the outer cylinder 1
The above-mentioned Coanda effect is enhanced when the free air is taken in between the 3a and the inner cylinder 13b.

【0024】図6、図7は、本発明に係る緑化工法の他
の一例を示す。この緑化工法は、前記可撓性護岸材Aが
基布18を介して複数列一体的に配設されてなる護岸材
ユニットBを作製し、この護岸材ユニットBを河川,湖
沼,調整池等の岸辺に敷設する点に特徴がある。基布1
8としては、織布、不織布、樹脂シート等を任意に採用
できる。筒状袋体1の構成や筒状袋体1に充填する混合
物等、他の構成は、先の実施形態と同じであるため、説
明を省略する。
6 and 7 show another example of the greening method according to the present invention. In this greening method, a revetment material unit B in which the flexible revetment material A is integrally arranged in a plurality of rows via a base fabric 18 is produced, and the revetment material unit B is used for a river, a lake, a pond, or the like. The feature is that it is laid on the shore of. Base cloth 1
As 8, a woven fabric, a non-woven fabric, a resin sheet or the like can be arbitrarily adopted. Other configurations such as the configuration of the tubular bag body 1 and the mixture to be filled in the tubular bag body 1 are the same as those in the previous embodiment, and thus the description thereof is omitted.

【0025】この緑化工法によれば、複数本の可撓性護
岸材Aが基布18によって一体化された護岸材ユニット
Bを用いるため、可撓性護岸材Aを1本ずつ敷設する場
合に比して施工性が良い。また、杭7を用いて護岸材ユ
ニットBを法面等に補助的に固定する場合、基布18の
部分に杭7を打ち込めばよいので、可撓性護岸材Aを貫
通させる場合に比して杭打ち作業が容易である。
According to this greening method, since the revetment material unit B in which a plurality of flexible revetment materials A are integrated by the base fabric 18 is used, when the flexible revetment materials A are laid one by one. Good workability in comparison. In addition, when the bank 7 is to be supplementarily fixed to the slope by using the pile 7, it is sufficient to drive the pile 7 into the base fabric 18, so that the flexible bank A is penetrated. And pile driving is easy.

【0026】隣接して敷設される護岸材ユニットB,B
を特に連結する必要はないが、基布18を適当な長さに
わたってラップさせ、このラップ部分を杭17で固定し
たり、専用のファスナーで連結してもよい。
Revetment material units B, B laid adjacent to each other
The base cloth 18 may be wrapped over an appropriate length, and the lap portion may be fixed by the pile 17 or may be connected by a dedicated fastener.

【0027】護岸材ユニットBの各可撓性護岸材Aに
は、それらの筒状袋体1の内部に、先の実施形態で述べ
た混合物を、全体にわたって均一な分布状態に充填して
もよいが、図7に示す実施形態では、低水位LWLより
下方の常時水中に没する部位Xには、砕石,砂利等の石
2だけを充填し、水位の定期的な変動によって水中に没
することがある低水位LWLと高水位HWLとの間に対
応する部位Yには、石2と、植物生育用土壌3と、セ
リ,ヨシ,イタチハギ,ヤナギ等の茎葉部5aあるいは
根株5bを充填し、高水位HWLよりも上方に位置する
部位Zには、石2と、植物生育用土壌3と、ケンタッキ
ー31フェスク,バミューダグラス,リードキャナリー
グラス等の植物種子4を充填してある。
In each flexible revetment material A of the revetment material unit B, even if the mixture described in the previous embodiment is filled into the inside of the tubular bag body 1 thereof in a uniform distribution state. However, in the embodiment shown in FIG. 7, only the stones 2 such as crushed stones and gravel are filled in the portion X that is always submerged in the water below the low water level LWL, and the submerged portion is submerged in water due to the periodic fluctuation of the water level. Occasionally, a portion Y corresponding to a low water level LWL and a high water level HWL is filled with a stone 2, a soil 3 for growing a plant, and a foliage portion 5a or root stock 5b such as auction, reed, weasel, and willow. The portion Z located above the high water level HWL is filled with stones 2, soil 3 for growing plants, and plant seeds 4 such as Kentucky 31 fescue, bermudagrass, and reed canary grass.

【0028】尚、図6で示したように、護岸材ユニット
Bを横向きにして吊り上げる場合、護岸材ユニットBに
対応する長さの鋼材19aと、当該鋼材19aの複数箇
所を吊り下げ支持する吊り具19bとからなるトラバー
サー19を使用することが望ましい。
As shown in FIG. 6, when hoisting the revetment material unit B sideways, a steel material 19a having a length corresponding to the revetment material unit B and a suspension for suspending and supporting a plurality of portions of the steel material 19a. It is desirable to use a traverser 19 consisting of a tool 19b.

【0029】複数本の可撓性護岸材Aが基布18によっ
て一体化された護岸材ユニットBとしては、図8に示す
ように、基布18の所定箇所に設けられたバンド20で
可撓性護岸材Aを締付け固定したものでよく、図9に示
すように、前記筒状袋体1を予め、所要枚数基布18に
縫着しておき、当該筒状袋体1の内部に前記混合物を充
填して構成したものであってもよい。
As a revetment material unit B in which a plurality of flexible revetment materials A are integrated by a base cloth 18, as shown in FIG. 8, a flexible band 20 is provided at a predetermined position of the base cloth 18. The sex revetment material A may be tightened and fixed. As shown in FIG. 9, the required number of the tubular bags 1 are sewn to the base fabric 18 in advance, and the tubular bags 1 are provided with the above-mentioned inside. It may be configured by filling a mixture.

【0030】図10は、本発明に係る緑化工法の他の実
施形態を示す。この実施形態は、護岸材ユニットBを、
河川の底面から両側の堤体6の法面にわたって連続する
長さとした点に特徴がある。その他の構成は、図6〜図
9の実施形態と同じであるため、説明を省略する。
FIG. 10 shows another embodiment of the greening method according to the present invention. In this embodiment, the revetment material unit B is
It is characterized in that it has a continuous length from the bottom of the river to the slopes of the embankments 6 on both sides. The other configuration is the same as that of the embodiment shown in FIGS. 6 to 9, and thus the description thereof is omitted.

【0031】以上の各実施形態において、可撓性護岸材
Aや護岸材ユニットBを岸辺に敷設するにあたって、筒
状袋体1の敷設方向(長手方向)は、法面では傾斜方向
に沿わせ、低水位敷き内に敷設する場合は、流れ方向に
対し平行・直角方向の何れかを、目的や地域特性に応じ
て選択することになる。
In each of the above embodiments, when the flexible revetment material A and the revetment material unit B are laid on the shore, the laying direction (longitudinal direction) of the tubular bag body 1 should be along the inclined direction on the slope. When laying in a low water level laying, either parallel or perpendicular to the flow direction should be selected according to the purpose and regional characteristics.

【0032】図11〜図14は、可撓性護岸材Aや護岸
材ユニットBの敷設態様を例示している。図11に示す
敷設態様は、堤体6の法面に傾斜方向に沿わせて敷設し
た筒状袋体1の傾斜下端部を川底に埋め込み、その周囲
に転石等の根固め部材21を埋設した点に特徴がある。
図12に示す敷設態様は、堤体6の法面に筒状袋体1を
傾斜方向に沿わせて敷設し、川底には、流れ方向と平行
に筒状袋体1を敷設した点に特徴がある。川底に筒状袋
体1を流れ方向と平行に敷設するにあたっては、図13
に示すように、筒状袋体1の一部が互いに重なりあった
状態に敷設することが望ましい。また、普段、水が全く
ない低水位敷き内に敷設する場合は、筒状袋体1を適当
間隔(例えば、15〜30cm)おきに敷設して、筒状袋
体1間に植物生育用土壌3と植物種子4,茎葉部5a,
根株5b等を入れ、この部分でも植物が生育するように
構成してもよい。
11 to 14 exemplify how the flexible revetment material A and the revetment material unit B are laid. In the laying mode shown in FIG. 11, the slanted lower end portion of the tubular bag body 1 laid along the slope of the dam body 6 along the slanting direction is embedded in the riverbed, and the rooting member 21 such as boulders is embedded in the periphery thereof. The point is characteristic.
The laying mode shown in FIG. 12 is characterized in that the tubular bag body 1 is laid along the slope of the bank 6 along the inclination direction, and the tubular bag body 1 is laid on the riverbed in parallel with the flow direction. There is. When laying the tubular bag 1 on the riverbed in parallel with the flow direction,
As shown in FIG. 5, it is desirable that the tubular bag 1 is laid in such a manner that parts thereof overlap each other. In addition, when laying in a low water level laying where there is no water at all, the tubular bags 1 are laid at appropriate intervals (for example, 15 to 30 cm) and the soil for plant growth is placed between the tubular bags 1. 3 and plant seeds 4, foliage 5a,
The roots 5b and the like may be put in and the plant may be grown even in this part.

【0033】[0033]

【発明の効果】請求項1の発明によれば、筒状袋体の内
部に、石と、植物生育用土壌と、植物種子,茎葉部,根
株等との混合物を充填してなる可撓性護岸材を使用する
ので、地形に合わせて湾曲させた状態に敷設できるばか
りでなく、充填物の骨材となる石の重量によって、可撓
性護岸材が安定良く敷設され、水流のある場所や砂質土
壌の河岸でも可撓性護岸材の固定が容易であり、ナイロ
ンネットに石を充填した蛇かご状のものと組み合わせる
必要がない。また、可撓性護岸材が敷設されて、所定の
期間が経過すると、筒状袋体に充填された植物種子,茎
葉部,根株等は、河川や湖沼の水、雨水、植物生育用土
壌に含まれる養分等を吸収することにより、植物生育用
土壌を培地として発芽・発根し、これらの植物の成長に
より、法面や水際の緑化が行われることになる。従っ
て、圃場で成長させた植物を工事現場に搬入して可撓性
護岸材に植栽するといった手間は、一切不要であり、ナ
イロンネットに石を充填した蛇かご状のものと組み合わ
せる必要もないので、堤体の法面や河川の低水位敷き等
を被覆保護すると共に、植生による水際の積極的な緑化
を行って、水生動植物の棲息環境の創出や水質の浄化機
能を持たせた多自然型水路・護岸を能率良く構築でき
る。
According to the invention of claim 1, the flexibility obtained by filling a mixture of stones, soil for growing plants, plant seeds, foliage, roots, etc. in a tubular bag. Since the seawall is used, not only can it be laid in a curved state according to the terrain, but the weight of the stone, which is the aggregate of the filler, allows the flexible seawall to be laid stably and the location where there is water flow. The flexible revetment material can be easily fixed even on the banks of sandy soil, and it is not necessary to combine it with a snake basket-like one in which a nylon net is filled with stones. In addition, after the flexible revetment material has been laid and a predetermined period has passed, the plant seeds, foliage, roots, etc., which have been filled in the tubular bag, become the water of rivers and lakes, rainwater, soil for plant growth. By absorbing the contained nutrients and the like, germination and rooting are carried out using the soil for plant growth as a medium, and the growth of these plants results in the greening of slopes and watersides. Therefore, there is no need to bring a plant grown in the field to the construction site and plant it on a flexible revetment, and it is not necessary to combine it with a snake basket-like one with nylon net filled with stones. Therefore, it protects the slopes of dike bodies and low water level of rivers, etc., and actively greens the waterfront by vegetation to create a habitat environment for aquatic plants and animals and a multi-natural environment with water purification function. It is possible to efficiently construct a model waterway / bank protection.

【0034】殊に、請求項2の発明によれば、複数列の
可撓性護岸材を同時に敷設できるため、施工性がより一
層向上する。
In particular, according to the second aspect of the invention, since a plurality of rows of flexible revetment materials can be laid simultaneously, the workability is further improved.

【0035】請求項3の発明による可撓性護岸材は、外
袋体が、石の保持、可撓性護岸材の吊り込み等の施工時
に作用する荷重、水制等に必要な強度を負担し、内袋体
が、充填時や施工中に植物生育用土壌や種子分が抜け出
すのを防止し、それでいて、施工後は、時間の経過と共
に、内袋体の布帛目合いが拡大するので、植物の生育を
妨げることがない。従って、上記の緑化工法に最適であ
る。
In the flexible revetment material according to the third aspect of the present invention, the outer bag body bears a load acting during construction such as holding stones, suspending the flexible revetment material, and strength required for water control. However, the inner bag body prevents the soil and seeds for plant growth from coming out during filling or during construction, and yet, after the construction, since the cloth texture of the inner bag body expands, Does not interfere with plant growth. Therefore, it is most suitable for the above greening method.

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

【図1】本発明に係る緑化工法の実施の形態を示す全体
構成説明図である。
FIG. 1 is an overall configuration explanatory view showing an embodiment of a greening method according to the present invention.

【図2】要部の縦断側面図である。FIG. 2 is a vertical sectional side view of a main part.

【図3】可撓性護岸材を構成する筒状袋体の構成説明図
である。
FIG. 3 is a structural explanatory view of a tubular bag body forming a flexible bank protection material.

【図4】上記緑化工法の作用説明図である。FIG. 4 is an explanatory view of the operation of the above-mentioned greening method.

【図5】充填機の要部構成説明図である。FIG. 5 is an explanatory diagram of a main part configuration of a filling machine.

【図6】本発明に係る緑化工法の他の実施の形態を示す
全体構成説明図である。
FIG. 6 is an overall configuration explanatory view showing another embodiment of the greening method according to the present invention.

【図7】要部の縦断側面図である。FIG. 7 is a vertical sectional side view of a main part.

【図8】護岸材ユニットの構成説明図である。FIG. 8 is an explanatory diagram of a structure of a seawall material unit.

【図9】他の護岸材ユニットの構成説明図である。FIG. 9 is a diagram illustrating the configuration of another revetment material unit.

【図10】本発明に係る緑化工法の他の実施の形態を示
す要部の縦断側面図である。
FIG. 10 is a vertical cross-sectional side view of essential parts showing another embodiment of a greening method according to the present invention.

【図11】可撓性護岸材や護岸材ユニットの敷設態様を
例示する縦断側面図である。
FIG. 11 is a vertical cross-sectional side view illustrating a laying mode of a flexible revetment material and a revetment material unit.

【図12】可撓性護岸材や護岸材ユニットの敷設態様を
例示する縦断側面図である。
FIG. 12 is a vertical cross-sectional side view illustrating a laying mode of a flexible revetment material and a revetment material unit.

【図13】可撓性護岸材や護岸材ユニットの敷設態様を
例示する平面図である。
FIG. 13 is a plan view illustrating a laying mode of a flexible revetment material and a revetment material unit.

【図14】可撓性護岸材や護岸材ユニットの敷設態様を
例示する縦断正面図である。
FIG. 14 is a vertical cross-sectional front view illustrating a laying mode of a flexible revetment material and a revetment material unit.

【符号の説明】[Explanation of symbols]

A…可撓性護岸材、B…護岸材ユニット、1…筒状袋
体、1A…外袋体、1B…内袋体、2…石、3…植物生
育用土壌、4…植物種子、5a…茎葉部、5b…根株。
A ... Flexible revetment material, B ... Revetment material unit, 1 ... Cylindrical bag, 1A ... Outer bag, 1B ... Inner bag, 2 ... Stone, 3 ... Plant growing soil, 4 ... Plant seed, 5a … Stems and leaves, 5b… Root stock.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 屋井 裕幸 神奈川県横浜市青葉区桂台2−22−15 (72)発明者 小森 博 埼玉県入間郡大井町鶴ヶ岡4−10−20 (72)発明者 渡辺 康明 神奈川県海老名市上今泉6−3−11 (72)発明者 谷口 美津男 岡山県津山市高尾590番地の1 日本植生 株式会社内 (72)発明者 藤嶋 泰良 岡山県津山市高尾590番地の1 日本植生 株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hiroyuki Yai 2-22-15 Katsuradai, Aoba-ku, Yokohama-shi, Kanagawa (72) Inventor Hiroshi Komori 4-10-20 Tsurugaoka, Oi-cho, Iruma-gun, Saitama (72) Inventor Yasuaki Watanabe 6-3-11 Kamiimazumi, Ebina City, Kanagawa Prefecture (72) Inventor Mitsuo Taniguchi, 590 Takao, Tsuyama City, Okayama Prefecture 1 Nippon Vegetation Co., Ltd. (72) In Taira Fujishima, 590 Takao, Tsuyama City, Okayama Prefecture No. 1 within Nippon Vegetation Co., Ltd.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 筒状袋体の内部に、石と、植物生育用土
壌と、植物種子,茎葉部,根株等との混合物を充填して
なる可撓性護岸材を、河川,湖沼,調整池等の岸辺に敷
設することを特徴とする緑化工法。
1. A flexible revetment material prepared by filling a mixture of stones, soil for growing plants, plant seeds, foliage, root stocks, etc., inside a tubular bag, for preparing rivers, lakes and marshes. A greening method characterized by being laid on the shore of a pond.
【請求項2】 前記可撓性護岸材が基布を介して複数列
一体的に配設されてなる護岸材ユニットを用いることを
特徴とする請求項1に記載の緑化工法。
2. The revegetation method according to claim 1, wherein a revetment material unit in which the flexible revetment material is integrally arranged in a plurality of rows via a base cloth is used.
【請求項3】 筒状袋体の内部に、石と、植物生育用土
壌と、植物種子,茎葉部,根株等との混合物を充填して
なる可撓性護岸材であって、前記筒状袋体が、外袋体と
内袋体とからなる二重構造とされ、外袋体は、引張強度
が高くて耐久性に富む繊維で構成された布帛からなり、
布帛目合いは、前記石を保持し得る大きさで且つ植物の
生育に妨げとならない大きさに設定され、内袋体は、耐
久性に劣る繊維で構成された布帛からなり、布帛目合い
は、植物生育用土壌や植物種子,茎葉部,根株等の流出
を阻止できる大きさに設定され、繊維の腐蝕,目ずれ等
により布帛目合いが植物の生育に妨げとならない大きさ
に拡大するように構成されていることを特徴とする可撓
性護岸材。
3. A flexible revetment material obtained by filling a mixture of stones, soil for growing plants, plant seeds, foliage, root stocks, etc. inside a tubular bag, said tubular material The bag body has a double structure composed of an outer bag body and an inner bag body, and the outer bag body is made of a fabric composed of fibers having high tensile strength and high durability,
The cloth texture is set to a size that can hold the stones and does not hinder the growth of plants, and the inner bag is made of a cloth composed of fibers having poor durability. The size is set to prevent outflow of soil for plant growth, plant seeds, foliage, root stocks, etc., so that the texture of the fabric will expand to a size that does not interfere with plant growth due to fiber corrosion, misalignment, etc. Flexible revetment material characterized in that
JP26928595A 1995-09-22 1995-09-22 Greening method and flexible seawall Expired - Fee Related JP3317472B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26928595A JP3317472B2 (en) 1995-09-22 1995-09-22 Greening method and flexible seawall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26928595A JP3317472B2 (en) 1995-09-22 1995-09-22 Greening method and flexible seawall

Publications (2)

Publication Number Publication Date
JPH0988038A true JPH0988038A (en) 1997-03-31
JP3317472B2 JP3317472B2 (en) 2002-08-26

Family

ID=17470232

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26928595A Expired - Fee Related JP3317472B2 (en) 1995-09-22 1995-09-22 Greening method and flexible seawall

Country Status (1)

Country Link
JP (1) JP3317472B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2031133A1 (en) * 2006-06-01 2009-03-04 Yushun Chang A planting slope structure
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EP2031133A4 (en) * 2006-06-01 2012-09-19 Yushun Chang A planting slope structure
AU2006345351B2 (en) * 2006-06-01 2013-01-17 Yushun Chang A planting slope structure
ITBO20100274A1 (en) * 2010-05-03 2011-11-04 Maccaferri Spa Off FLEXIBLE REINFORCEMENT STRUCTURE FOR REINFORCING SOIL AREAS IN WATER AND OUT OF WATER
JP2015097483A (en) * 2013-11-18 2015-05-28 鹿島建設株式会社 Biological habitat forming structure, biological habitat forming method, and planting construction method
CN107100135A (en) * 2017-07-01 2017-08-29 中国水利水电科学研究院 A kind of earth working material complex ecological bank protection structure and its manufacture method
CN108656645A (en) * 2018-08-14 2018-10-16 北京邦固得建筑材料技术有限公司 Eco-cement cloth
CN108656645B (en) * 2018-08-14 2023-11-10 北京邦固得建筑材料技术有限公司 Ecological cement cloth
CN113235714A (en) * 2021-04-29 2021-08-10 舟山市宏达交通工程有限责任公司 Gravel blind ditch reverse-filtration geotextile laying method
CN114775534A (en) * 2022-05-26 2022-07-22 中国科学院生态环境研究中心 River course slope protection equipment for water ecological restoration and slope protection method thereof

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