JP3278608B2 - River revetment greening method and sandbags used in this method - Google Patents

River revetment greening method and sandbags used in this method

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Publication number
JP3278608B2
JP3278608B2 JP07798398A JP7798398A JP3278608B2 JP 3278608 B2 JP3278608 B2 JP 3278608B2 JP 07798398 A JP07798398 A JP 07798398A JP 7798398 A JP7798398 A JP 7798398A JP 3278608 B2 JP3278608 B2 JP 3278608B2
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JP
Japan
Prior art keywords
sandbag
nonwoven fabric
coconut fiber
revetment
sheet
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
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JP07798398A
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Japanese (ja)
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JPH11269897A (en
Inventor
勝彦 赤山
裁太 益子
Original Assignee
株式会社飛鳥
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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】本発明は河川の護岸緑化工法
とその実施に用いる植生用土のうに関するものであっ
て、コンクリートブロック護岸に植物を育成して護岸の
緑化を可能とするものであり、河川の建設(土木)技術
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a revetment revegetation method for rivers and a vegetation soil for use in the method. The present invention relates to a method for growing revetments on a concrete block revetment to enable revegetation of the revetment. Construction (civil engineering) technology.

【0002】[0002]

【従来の技術】(図7,図8)近年、自然環境や景観に
対する意識が高まり、既設コンクリート護岸に対しても
その表面に人為的ではあっても植生を成立させようとす
る各種努力がなされるようになって来た。図7及び図8
に示す工法は、全国特定法面保護協会が1997年3月
31日に発行した「のり面と環境」第14号に紹介され
たものである。
2. Description of the Related Art In recent years, awareness of the natural environment and scenery has increased, and various efforts have been made to establish vegetation on existing concrete revetments even if they are artificial on the surface. It has come to come. 7 and 8
The construction method shown in (1) was introduced in the "Slope and Environment" No. 14 issued on March 31, 1997 by the Japan Specific Slope Protection Association.

【0003】即ち、図7は、「軽量枠工+植生土のう工
+金網張工」として紹介された提案工法であって、既設
コンクリートブロック護岸の上に150mm厚の金網の軽
量枠をアンカーピンで固定し、軽量枠内に綿、麻等の織
物又は不織布製の植生土のうを充填し、上面に保護金網
を張設するものである。
[0003] Fig. 7 shows a proposed construction method introduced as "lightweight frame work + vegetation soil sand + wire mesh upholstery". A lightweight 150 mm thick wire mesh frame is anchored on an existing concrete block seawall with anchor pins. It is fixed, and a lightweight frame is filled with vegetation sandbags made of woven or non-woven fabric such as cotton or hemp, and a protective wire mesh is stretched on the upper surface.

【0004】また、図8は、「注入マット張工+客土注
入工」として紹介された提案工法であって、既設コンク
リートブロック護岸の上に、綿、麻製の袋状の注入マッ
トをアンカーピンで設置し、マット内に種子を含む基盤
材を注入するものである。
[0004] Fig. 8 shows a proposed method introduced as "injection mat upholstery + soil injection", in which a cotton or hemp bag-like injection mat is anchored on an existing concrete block revetment. It is installed with pins and the base material containing seeds is injected into the mat.

【0005】[0005]

【発明が解決しようとする課題】図7のものにあって
は、土のうが軽量枠及び金網で保護されてはいても、河
川の上流部等の急流にさらされ、巨大岩石の衝突を受け
る個所では軽量枠すら損傷を受けるため、土のうの保持
が完全でなく、また土のう表面が流下小石の高速衝突や
高速流のみによってすら破損を受け、しかも土のうの布
材の耐用年数も4〜5年程度であるため、半永久的な植
生基盤とは成り難く、洪水の度毎に大きな岩石の衝突を
受けるような場所ではとうてい護岸緑化が果せない。
In the structure shown in FIG. 7, even though the sandbag is protected by a lightweight frame and a wire mesh, the sandbag is exposed to a rapid flow such as an upstream part of a river and is hit by a huge rock. Since even lightweight frames are damaged, sandbags are not completely retained, and the sandbag surface is damaged even by high-speed collision of falling pebbles or high-speed flow, and the life of the sandbag fabric is about 4 to 5 years. Therefore, it is difficult to form a semi-permanent vegetation base, and revetment revegetation cannot be achieved in places where large rocks collide with each flood.

【0006】また、図8のものにあっても、土のうの素
材である綿、麻等の編織布や不織布が水中では3〜5年
程度の耐用年数であること、土のうが流石や流木等にさ
らされていること等による破損が生じ易いこと等によ
り、やはり半永久的な植生基盤となり難く、洪水の度毎
に大きな岩石の衝突を受けるような場所ではとうてい護
岸緑化が果せない。
[0008] Even in the case of FIG. 8, the woven fabric or nonwoven fabric such as cotton and hemp, which is the material of the sandbag, has a durable life of about 3 to 5 years in water, and the sandbag is used for drifting stones and driftwood. Due to the fact that it is easily damaged due to exposure, etc., it is also difficult to become a semi-permanent vegetation base, and revetment revegetation cannot be achieved in places where large rock collisions occur with each flood.

【0007】本発明は、従来のコンクリート護岸緑化の
弱点を克服するための土のうの材質構造面及び土のうの
設置構造面から新規な護岸緑化を提供し、半永久的なコ
ンクリート護岸緑化を可能とし、特に、洪水の度毎に大
きな岩石の衝突を受けるような河川の上流場所ですら護
岸緑化を可能とするものである。
The present invention provides new revetment greening from the viewpoint of the material structure of the sandbag and the installation structure of the sandbag for overcoming the weakness of the conventional concrete revetment revegetation, and enables semi-permanent concrete revetment revegetation. Even in the upper reaches of rivers where large rocks are hit by floods, revetment revegetation is possible.

【0008】[0008]

【課題を解決するための手段及び作用】例えば、図1及
び図2に示す如く、河川の法面に設置した護岸コンクリ
ートブロック1の凹部2の底面にアンカーボルト4を立
設し、ココナツ繊維不織布製土のう5を該凹部内に配置
し、該土のう上に該凹部2上面を覆う保形網体6を載置
すると共に止め材7をアンカーボルト4上端に挿通し、
次いで該土のう5内部に種子混入植生基盤材8を注入充
填して土のうを該コンクリートブロック凹部上面まで膨
らませ、次いで止め材7をアンカーボルト4に固定す
る。尚、本発明に言うコンクリートブロックの凹部の
「底面」は、全面がコンクリート打ちされた底面(実施
例)のみならず、地山と連通した部分を含む底面をも含
むものであり、要はアンカーボルトが立設固定出来る構
造を具備しておれば良い。
For example, as shown in FIGS. 1 and 2, an anchor bolt 4 is erected on the bottom surface of a concave portion 2 of a seawall concrete block 1 installed on a slope of a river, and a coconut fiber nonwoven fabric is provided. The earthen-made sandbag 5 is arranged in the recess, the shape-retaining net 6 covering the upper surface of the recess 2 is placed on the sandbag, and the stopper 7 is inserted through the upper end of the anchor bolt 4.
Next, seed-containing vegetation base material 8 is injected and filled into the sandbag 5 to inflate the sandbag up to the upper surface of the concrete block concave portion, and then the stopper 7 is fixed to the anchor bolt 4. The "bottom surface" of the concave portion of the concrete block referred to in the present invention includes not only the bottom surface (example) of which the entire surface is concreted but also the bottom surface including a portion communicating with the ground. What is necessary is just to have the structure in which a bolt can be erected and fixed.

【0009】従って、土のうは、保形網体で上面が保護
され、しかも保形網体が止め材によってアンカーボルト
で固定されているため、洪水時の急流や流下岩石に洗わ
れてもコンクリートブロック凹部内からの流失が阻止出
来、植生基盤材の吸出しも阻止出来る。
[0009] Therefore, the upper surface of the sandbag is protected by the shape-retaining net, and the shape-retaining net is fixed by the anchor bolts with the stopper. It is possible to prevent runoff from the inside of the concave portion, and also prevent suction of the vegetation base material.

【0010】しかも、ココナツ繊維不織布製土のうは、
繊維自体が引張り強度が大で、水中での伸縮が殆んど無
いため流石による損傷を受けること無く、多孔質素材で
あるために保水性が良くて植物の根の成長を助け、ココ
ナツ繊維の水中及び土中での長期耐用年数(10年以
上)と相俣って護岸コンクリートブロックの早期且つ完
全な緑化が可能である。
In addition, the sandbag made of coconut fiber non-woven fabric is
The fiber itself has a high tensile strength, and there is almost no expansion and contraction in water, so it is not damaged by rocks, and because it is a porous material, it has good water retention and helps the growth of plant roots. With the long service life (10 years or more) in water and in soil, Aimata enables early and complete greening of seawall concrete blocks.

【0011】更に、保形網体6を金属製網体とし、止め
材も金属製の帯板としたため、アンカーボルト4での締
着固定が容易であって、土のうの保護が確実であると共
に、エキスパンドメタル網や平帯鋼として入手及び施工
が容易であって、機能面とコスト面から有利に施工出来
る。
Further, since the shape-retaining net 6 is made of a metal net and the stopper is made of a metal strip, it can be easily fastened and fixed with the anchor bolts 4 and the protection of the sandbag is ensured. It can be easily obtained and constructed as an expanded metal net or flat strip steel, and can be constructed advantageously in terms of function and cost.

【0012】更に、ココナツ繊維不織布製土のう5の護
岸コンクリートブロック凹部2内への配置を、アンカー
ボルト4に上方から貫通させるため、作業が極めて容易
であり、しかも土のうを貫通後に、アンカーボルト4貫
通部周囲の繊維を手で寄せ合せてやれば、貫通部の破損
は修復出来て土のう内容物の流出は阻止出来る。
Further, the arrangement of the sandbag 5 made of non-woven coconut fiber nonwoven into the seawall concrete block recess 2 is made to penetrate the anchor bolt 4 from above, so that the operation is extremely easy. If the fibers around the part are brought together by hand, the breakage of the penetrating part can be repaired and the outflow of the sandbag contents can be prevented.

【0013】更に、ココナツ繊維不織布製の土のうに上
面からポット苗を挿入したから、コンクリートブロック
の緑化でありながら、土のう内の植生基盤材から生育し
た各種の草の中から河川岸に適した草花の早期育成が可
能となり、コンクリートブロックに優れた緑化環境が実
現出来る。
Further, since the pot seedlings are inserted from above into the sandbag made of non-woven coconut fiber, it is possible to plant greenery of the concrete block, but from among various kinds of grass grown from the vegetation base material in the sandbag, a flower suitable for the riverbank. Can be grown at an early stage, and an excellent greening environment can be realized for concrete blocks.

【0014】土のう5は、ココナツ繊維fを絡合して形
成した不織布シート50で袋体を形成し、少なくとも1
つの注入口Oを備えたココナツ繊維不織布製植生用土の
うとした。従って、不織布シート50が、天然繊維中で
最長の耐腐蝕年数を有するココナツ繊維であって、引張
り強度が大で水中での伸縮が殆んど無く、しかも繊維自
体多孔質素材でありながら絡合形態、即ち不織布形態で
あるため、洪水による流水に洗われても内容物の吸い出
し阻止機能及び保水機能が長期に亘って維持されて、植
物の根の成長と根張りを助け、植物が成長して活着する
まで十分に耐用可能な土のうが得られる。
The sandbag 5 is formed of a nonwoven sheet 50 formed by entangled coconut fiber f to form a bag.
A coconut fiber nonwoven vegetation soil having two inlets O was provided. Therefore, the nonwoven fabric sheet 50 is a coconut fiber having the longest corrosion resistance among natural fibers, has a high tensile strength, hardly expands and contracts in water, and is entangled with the fiber itself while being a porous material. Since it is in the form, i.e., non-woven form, even if it is washed by running water due to flooding, the function of preventing the suction of the contents and the function of retaining water are maintained for a long period of time, helping the root growth and rooting of the plant, and the plant growing. The sandbags that can be fully used until they take root can be obtained.

【0015】更に、該土のうは、不織布シート50の一
面が接着剤噴霧層52であって、該接着剤噴霧層52を
袋の内面側に配置するため、シートは充填内容物の吸出
し防止機能及び必要保形性を有しながら、比較的硬化さ
れた面が内面であるために種子の発芽力によって芽の貫
通が可能でありながら、表面の繊維絡合層が植物の茎部
の維持及び自然表土類似機能を奏するため、自然環境に
やさしい土のうとなる。
Further, in the sandbag, one surface of the nonwoven fabric sheet 50 is an adhesive spray layer 52, and the adhesive spray layer 52 is arranged on the inner surface side of the bag. While having the necessary shape-retaining property, the relatively hardened surface is the inner surface, so that the bud can be penetrated by the germinating power of the seed, while the fiber entangled layer on the surface maintains the stem of the plant and naturally Since it has a topsoil-like function, it becomes a natural-friendly sandbag.

【0016】更に、不織布シート50は、繊維長が10
乃至15cmのココナツ繊維fを、重量500〜900gr
/m2 、厚さ10〜20mmの絡合シート51とし、一面
に80〜110gr/m2 で接着剤を噴霧塗布した接着剤
噴霧層52を備えたものである。従って、長いココナツ
繊維を一定長に切断して絡合不織布形態とするため、均
質なシートの製造が容易であると共に、500〜900
gr/m2 、厚さ10〜20mmであるため植物の貫通育成
に支障が無く、且つ流水による内容物吸出しの阻止も可
能であり、しかも内表面が80〜110gr/m2 の量の
接着剤が噴霧付与されているため、充分な保形性を有し
ながら種子の発芽貫通が可能な土のうが得られる。
Further, the nonwoven fabric sheet 50 has a fiber length of 10
Coconut fiber f with a weight of 500-900gr
/ M 2 , an entangled sheet 51 having a thickness of 10 to 20 mm, and an adhesive spray layer 52 on one surface of which an adhesive is spray-coated at 80 to 110 gr / m 2 . Therefore, since a long coconut fiber is cut into a fixed length to form an entangled nonwoven fabric, it is easy to produce a uniform sheet, and 500 to 900
gr / m 2 and thickness of 10 to 20 mm, so that there is no hindrance to the penetration and growth of plants, and it is possible to prevent the contents from being sucked out by running water, and the inner surface has an amount of 80 to 110 gr / m 2. Is spray-applied, so that a sandbag that has a sufficient shape-retaining property and that allows seeds to germinate through is obtained.

【0017】更に、土のうの形成は、1枚の不織布シー
ト50を2つ折りし、三方を縫合すると共に、一隅部に
開口部Oを形成し、縫合糸Tを開口部Oの端部で締着用
の延長部T′とする。従って、厚みがあって比較的粗剛
なシートの縫合せも最少縫製で合理的に形成出来、且つ
開口部Oが土のうの隅であり、縫合糸Tの延長部T′が
残置してあるため、充填物注入後の開口部Oの閉止は縫
合糸の延長部T′を土のう開口部Oを絞った上から巻き
付けて止めることにより可能であり、土のうの製造及び
現場での施工が容易である。
Further, the formation of the sandbag is performed by folding a single nonwoven fabric sheet 50 into two pieces, sewing the three sides together, forming an opening O at one corner, and fastening a suture thread T at the end of the opening O. As an extension T ′. Therefore, the sewing of a thick and relatively stiff sheet can be rationally formed with minimum sewing, and the opening O is a corner of the sandbag, and the extension T 'of the suture T is left. The closure of the opening O after the filling is possible by stopping the extension T 'of the suture by squeezing the sandbag opening O from above and squeezing the sandbag, thereby facilitating the production of the sandbag and the construction on site. .

【0018】[0018]

【発明の実施の形態】〔土のうの準備(図3、図4)〕
ココナツ繊維を10〜15cmに切断し、1平方米当り7
50grの綿状マットに延展し、厚さ15mmになるように
ローラで供給しながらニードルパンチ処理し、次いで一
面に1平方米当り100grのナチュラルラテックス糊を
噴霧塗布してココナツ繊維不織布シート50を形成した
(図4(B))。
DESCRIPTION OF THE PREFERRED EMBODIMENTS [Preparation of sandbags (FIGS. 3 and 4)]
Cut coconut fiber to 10-15cm, 7
Spread on a 50-g cotton-like mat, perform needle punching while supplying with a roller to a thickness of 15 mm, and then apply 100 g of natural latex glue per square rice on one surface to form a coconut fiber nonwoven fabric sheet 50. (FIG. 4B).

【0019】次いで、幅L1 が1,000mmの不織布シ
ートを長さL0 が2000mmに裁断(図3(A))し、
四辺が1,000mmの正方形に長さ中央から2つ折りし
て折重ね、三辺の開方部を縫糸Tで縫幅W1 が30mmで
縫合し、一隅に幅W2 が100mmの開口部Oを形成し、
縫糸Tを開口部O両側から締着用の延長部T′とした
(図3(B)、図4(A))。
Next, the nonwoven fabric sheet having a width L 1 of 1,000 mm is cut into a length L 0 of 2000 mm (FIG. 3A).
Four sides folded and folded from the length center square 1,000mm, sutured in an open way part 30mm is the stitch width W 1 in thread T the three sides, the width W 2 is 100mm in the corner opening O To form
The sewing thread T was used as an extension T 'for fastening from both sides of the opening O (FIGS. 3B and 4A).

【0020】〔試験施工1(図1,2)〕河川の護岸と
しては条件の極めて厳しい急流河川上流部(新潟県姫
川)の災害復旧緑化対策試験施工に適用した。河川の岸
の法面の高水護岸のコンクリートブロックとして一辺X
1 が1600mmの正方形で厚さY1 が800mmの護岸コ
ンクリートブロック1を設置し、該ブロック1の表面に
は上辺が一辺X3 :1000mmの正方形で下辺が一辺X
2 :800mmの正方形で深さY2 :300mmの凹部2が
形成してあり、該凹部底面は全面コンクリート打ちで前
後左右等間隔に4本の埋設ナット3が設けてある。
[Testing 1 (FIGS. 1 and 2)] The present invention was applied to a test for rehabilitation and revegetation measures at the upper part of a rapid river (Himekawa, Niigata Prefecture), where the river protection is extremely difficult. One side X as concrete block of high water revetment on slope of river shore
1 established the revetment concrete block 1 thickness Y 1 is 800mm in square 1600 mm, the block 1 of the surface top side is the side X 3: lower a square 1000mm is side X
2 : A square 2 having a depth of 800 mm and a depth Y 2 having a depth of 300 mm is formed, and four buried nuts 3 are provided on the bottom surface of the concave portion at equal intervals in the front, rear, left and right directions by concrete casting.

【0021】該ブロック1の凹部2内の各埋設ナット3
に、長さ340mmで20mm径の両ネジボルト4を立設
し、次いでココナツ繊維不織布製で一辺が1000mmの
正方形の空の土のう5を開口部Oが斜面上方になるよう
にして各ボルト4に貫通し、ボルト貫通部周囲の繊維を
手作業で寄せることにより土のうシート50とボルト4
との間の隙間を無くする。
Each buried nut 3 in the recess 2 of the block 1
Then, a double screw bolt 4 having a length of 340 mm and a diameter of 20 mm is erected, and then a hollow sandbag 5 made of coconut fiber non-woven fabric and having a side of 1000 mm is penetrated through each bolt 4 so that the opening O is above the slope. Then, the fibers around the bolt penetrating portion are manually brought together to form the sandbag sheet 50 and the bolt 4.
Eliminate the gap between

【0022】次いで、網目22mm×50.8mm、幅3.
2mmで950mm×950mmの正方形のエキスパンドメタ
ル6を各ボルト4に通して凹部2上に配置すると共に、
エキスパンドメタル6の上部には止め材としての、長さ
950mm、幅50mm、厚さ6mmの平鋼帯板7を井桁状
(図1(A))に各ボルト4に挿通し、各ボルト4には
ナット10を仮止めする。次いで、空土のうの開口部O
からハイドロシーダーを用いて種子混入植生基盤材を注
入充填し、土のうが膨れて凹部を埋める形態(図2)に
なればハイドロシーダーを外して、土のう開口部Oを絞
り、縫糸延長部T′で強固に巻回して結び止める。従っ
て、本例では土のうの厚みは約300mmに形成出来、こ
の厚みであれば深根性の植物でも根茎を十分張ることが
可能となる。
Next, a mesh of 22 mm × 50.8 mm and a width of 3.
2 mm 950 mm × 950 mm square expanded metal 6 is passed through each bolt 4 and placed on the recess 2,
A flat steel strip 7 having a length of 950 mm, a width of 50 mm, and a thickness of 6 mm as a stopper is inserted into each bolt 4 at the upper part of the expanded metal 6 in a cross-girder shape (FIG. 1A). Temporarily fixes the nut 10. Next, the opening O of the sandbag
Injecting and filling the seed-mixed vegetation base material using a hydroseeder, the sandbag expands and fills the recesses (FIG. 2). When the sandbag is removed, the sandbag opening is squeezed, the sandbag opening O is squeezed, and the sewing thread extension T 'is used. Wrap it tightly and tie it. Therefore, in this example, the thickness of the sandbag can be formed to be about 300 mm, and with this thickness, it is possible for a deep rooted plant to have a sufficient rhizome.

【0023】次いで図1(A)に示す如く、平鋼帯板7
で仕切られた区域内に一定間隔になるように鋏でエキス
パンドメタルに切欠孔を形成し、該切欠孔下方の土のう
にも引裂き孔を開けて、上方から各ポット苗9を土のう
5内に挿入し、ポット苗上面の土のうの引裂き孔は手で
繊維を寄せて引裂き孔を閉止する。
Next, as shown in FIG.
A notch is formed in the expanded metal with scissors so as to have a constant interval in the area partitioned by the above, a tear hole is made in the sandbag below the notch, and each pot seedling 9 is inserted into the sandbag 5 from above. Then, the tear hole of the sandbag on the upper surface of the pot seedling is closed by hand by drawing fibers by hand.

【0024】〔土のう内容物〕高水護岸のコンクリート
ブロック1内に実施例1によって配置したココナツ繊維
土のう内には、10ブロック当りに用いる種子混入植生
基盤材として下記のとおり用いた。 種子:トールフエスク・サフアリ88gr、ペレニアルラ
イグラス・ナバホ54gr、バミューダグラス・U3の9
gr 基盤材:高度化成肥料(15−15−15)1kgr 、遅
効性肥料(ハイコントロール180)1kgr バーク堆肥(8mm40リットル)19袋、陶土(20kg
r )50袋 パーライト(100リットル)3袋、団粒化材2kgr 、
ファイバー(20リットル)2袋 また、ポット苗としては、図1(A)の上段2列(a)
に四季咲なでしこ10本を、中段2より(b)に四季咲
ヘメロカリス10本を、下段1列(c)にマツバギク5
本を植裁した。
[Soil Contents] In the coconut fiber soil sack arranged in Example 1 in the concrete block 1 on the high water revetment, the seed-mixed vegetation base material used per 10 blocks was used as follows. Seeds: Tall Fuesk Safari 88gr, Perennial Ryegrass Navajo 54gr, Bermudagrass U3 9
gr Base material: 1 kgr of advanced chemical fertilizer (15-15-15), 1 kgr of slow-acting fertilizer (High Control 180), 19 bags of bark compost (8 mm 40 liters), clay (20 kg)
r) 50 bags 3 bags of perlite (100 liters), 2 kgr of agglomerated material,
2 bags of fiber (20 liters) As a pot seedling, the upper two rows (a) in FIG. 1 (A)
10 seasonal Nadeshiko, 2 seasons 2 (b), 10 seasonal Hemerocallis, and lower row 1 (c), Matsubagi 5
I planted a book.

【0025】〔試験施工2(図5,6)〕施工例1の高
水護岸のコンクリートブロックと同一の構造の低水護岸
のコンクリートブロック1への施工であって、試験施工
1の1個の大型土のうの使用に換えて、縦長の3個のセ
パレート型土のうとした。即ち、土のうは縦方向ボルト
列によって分割されるタイプに、両側の各縦長1000
mm、横長200mmの細長い土のう5′,5′と中間部の
縦長1000mm、横長600mmの土のう5″の3個と
し、種子混入植生基盤材は試験施工1と同一物を用い
た。但し、ポット苗としては、低水護岸であるためにヨ
シ(△印)6本、ガマ(×印)5本、マコモ(○印)5
本を用いた。
[Test Construction 2 (FIGS. 5 and 6)] This is a construction of the concrete block 1 of the low water revetment having the same structure as the concrete block of the high water revetment of the construction example 1. Instead of using a large sandbag, three vertical sandbags were used. That is, the sandbag is divided into two types by vertical bolt rows,
mm, 200 mm long slender sandbags 5 ′ and 5 ′, and a middle sandbag having a vertical length of 1000 mm and a horizontal length of 600 mm 5 ″ were used. There are 6 reeds (△ mark), 5 gama (x mark), 5 makomo (○ mark) due to low water revetment
A book was used.

【0026】即ち、実施例2は低水護岸であるため、特
に流水による土のう内容物の吸出し阻止を重視する観点
から、土のうの設置に際してもボルト4の貫通による損
傷を避けると共に、ポット苗にも水生植物を適用した。
試験施工での高水護岸及び低水護岸は、洪水にさらされ
た所もあったが、ココナツ繊維不織布製土のうの吸出し
阻止機能、及び土のうの固定構造のために所期の作用効
果を奏した。試験施工の成果の追跡調査結果は下表のと
おり:
That is, since the second embodiment is a low water revetment, from the viewpoint of emphasizing the prevention of sucking out the contents of the sandbag by running water, damage to the bolts 4 caused by the penetration of the bolt 4 can be avoided even when the sandbag is installed, and the pot seedling can be used. Aquatic plants were applied.
The high seawall and lowwater seawall in the test construction were exposed to floods, but the desired effect was achieved due to the function of preventing the suction of sandbags made of coconut fiber non-woven fabric and the fixed structure of the sandbags. . The results of the follow-up survey of the results of the trial construction are shown in the table below:

【0027】[0027]

【表1】 [Table 1]

【0028】〔その他〕低水護岸コンクリートブロック
にあっては、凹部底面の大部分を孔開きとして地山と連
通させ、且つ凹部のブロック表面に対する専有面積も大
きくすれば、ココナツ繊維不織布製土のうの耐久性及び
土のうの保形網体と止め材との強力な保護の下にポット
苗の植物を柳類の如き適切な植物とすることにより、植
生物が地盤内に強固な根を張り、コンクリート護岸であ
っても永久緑化が可能となる。
[Others] In the case of a low-water embankment concrete block, if a large part of the bottom surface of the concave portion is opened to communicate with the ground and the occupied area of the concave portion with respect to the block surface is increased, the sandbag made of coconut fiber nonwoven fabric is used. By making pot seedlings suitable plants such as willows under the durability and strong protection of sandbag shape retaining nets and stoppers, the vegetation will have strong roots in the ground and concrete Permanent greening is possible even on revetments.

【0029】また、保形網体及び止め材を木材等の土壌
に還元可能な材料で実施すれば、ココナツ繊維不織布製
土のうと共に、コンクリートブロック護岸の永久緑化時
点では全てが土壌に還元され、より良い自然環境緑化が
可能である。また、ポット苗用のポット容器も紙等の天
然繊維製とすれば永久緑化時に土壌に還元されるので好
ましい。また、土のう開口部Oの締着手段としては、開
口部の両シートに亘って1本の締着用の別紐を挿通して
おき、開口部閉止を1本の紐の両端を引張って開口部を
巾着の形態に締着しても良い。
When the shape-retaining net and the stopper are made of a material such as wood that can be reduced to soil, the soil is made of non-woven coconut fiber, and at the time of permanent greening of the concrete block revetment, all is reduced to soil. Good natural environment greening is possible. In addition, it is preferable that the pot container for the pot seedlings is made of natural fiber such as paper, because it is reduced to soil during permanent greening. Further, as a fastening means of the sandbag opening O, one separate string for fastening is inserted through both sheets of the opening, and the opening is closed by pulling both ends of one string. May be fastened in the form of a purse.

【0030】[0030]

【発明の効果】土のうは保形網体で上面が保護され、保
形網体も止め材で保持されるため、洪水時の急流や流下
岩石に洗われてもコンクリートブロックの凹部内からの
流失が阻止出来、しかも土のうがココナツ繊維製である
ため、その長期耐用年数と多孔質による根物の根の成長
を助けることと相俣って、河川の護岸コンクリートブロ
ックの永久緑化が可能となる。
The upper surface of the sandbag is protected by the shape-retaining net, and the shape-retaining net is also held by the stopper, so that even if it is washed by a rapid current or a flowing rock during a flood, it flows out of the concave portion of the concrete block. Since the sandbag is made of coconut fiber, the long service life and the growth of the roots of the roots due to the porosity are helped, and the revetment concrete block of the river can be permanently planted with Aimata.

【0031】更に、ココナツ繊維不織布土のうに上面か
らポット苗を挿入するため、植生苗の適切な選択によっ
て護岸ブロックの緑化がより自然植生の生態に、且つよ
り美しい緑化生態に現出できる。
Further, since the pot seedlings are inserted from the top surface of the coconut fiber non-woven sandbag, the revetment block can be revegetated in a more natural vegetation ecology and a more beautiful revegetation ecology by appropriately selecting the vegetation seedlings.

【0032】また、ココナツ繊維不織布製植生土のう
は、繊維自体が天然繊維中で最長の耐久年数を有し、引
張り強度も大で多孔質であるため、しかも繊維シートが
絡合形態(不織布形態)であるために、封入内容物の流
水による吸出しが阻止出来ると共に、植物の根の張りを
も助けて、植生物、種子植物を問わず植物が成長して十
分に根を張る迄土のうが保護し、従って、厳しい条件下
でも緑化を可能とする画期的な植生土のうである。
Vegetable soils made of coconut fiber non-woven fabric have the longest durable life among natural fibers, high tensile strength, and are porous, and the fiber sheet has an entangled form (non-woven form). As a result, it is possible to prevent the enclosed contents from being sucked out by running water, and also to help the rooting of the plant, and protect the sandbag until the plant has grown and fully rooted regardless of the vegetation or seed plant. Therefore, it is an innovative vegetation soil that enables greening even under severe conditions.

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

【図1】本発明の施工例を示し、(A)は全体平面図で
あり、(B)は略示側面図である。
FIG. 1 shows a construction example of the present invention, (A) is an overall plan view, and (B) is a schematic side view.

【図2】本発明の図1(A)のB−B線断面図である。FIG. 2 is a sectional view taken along the line BB of FIG. 1A of the present invention.

【図3】本発明の土のうの説明図であって、(A)は土
のう作成用シートの展開平面図であり、(B)は縫製し
た土のうの平面図である。
3A and 3B are explanatory views of a sandbag according to the present invention, wherein FIG. 3A is a developed plan view of a sandbag forming sheet, and FIG. 3B is a plan view of a sewn sandbag.

【図4】本発明の土のう作成用シートの断面図である。FIG. 4 is a sectional view of a sheet for preparing a sandbag according to the present invention.

【図5】本発明の第2施工例を示し、(A)は全体平面
図であり、(B)は略示側面図である。
5A and 5B show a second construction example of the present invention, wherein FIG. 5A is an overall plan view, and FIG. 5B is a schematic side view.

【図6】本発明の図5(A)のB−B線断面図である。FIG. 6 is a sectional view taken along line BB of FIG. 5A of the present invention.

【図7】従来の軽量枠工+植生土のう工+金網張工の説
明図であって、(A)は全体略示側面図、(B)は
(A)の一部拡大図である。
FIGS. 7A and 7B are explanatory views of a conventional lightweight frame work + vegetable soil sand work + wire mesh work, and FIG. 7A is a schematic side view of the whole, and FIG. 7B is a partially enlarged view of FIG.

【図8】従来の注入マット張工+客土注入工の説明図で
あって、(A)は全体略示側面図、(B)は(A)の一
部拡大図である。
8A and 8B are explanatory views of a conventional filling mat upholstery and a soil pouring work, wherein FIG. 8A is a schematic side view of the entirety, and FIG. 8B is a partially enlarged view of FIG.

【符号の説明】[Explanation of symbols]

1…コンクリートブロック 2…凹部 3…埋設ナット 4…両ネジボルト 5,5′,5″…土のう 6…金網 7…止め材 8…植生基盤材 9…ポット苗 10…ナット 50…不織布シート 51…絡合不織布シート 52…接着剤噴霧層 DESCRIPTION OF SYMBOLS 1 ... Concrete block 2 ... Recess 3 ... Buried nut 4 ... Double screw bolts 5,5 ', 5 "... Soil 6 ... Wire mesh 7 ... Stopping material 8 ... Vegetation base material 9 ... Pot seedling 10 ... Nut 50 ... Nonwoven fabric sheet 51 ... Tangle Nonwoven fabric sheet 52: adhesive spray layer

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平10−37377(JP,A) 特開 平9−209378(JP,A) 特開 平10−60925(JP,A) 特開 平5−272147(JP,A) 特開 平11−71760(JP,A) 特開 平2−115413(JP,A) 特開 昭63−206519(JP,A) (58)調査した分野(Int.Cl.7,DB名) E02D 29/02 311 E02B 3/04 301 E02D 17/20 102 E02D 17/20 103 ────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-10-37377 (JP, A) JP-A-9-209378 (JP, A) JP-A-10-60925 (JP, A) JP-A-5-209 272147 (JP, A) JP-A-11-71760 (JP, A) JP-A-2-115413 (JP, A) JP-A-63-206519 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E02D 29/02 311 E02B 3/04 301 E02D 17/20 102 E02D 17/20 103

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 護岸コンクリートブロック(1)の凹部
(2)底面にアンカーボルト(4)を立設し、ココナツ
繊維不織布製土のう(5,5′,5″)を該アンカーボ
ルト(4)に上方から貫通させて該凹部(2)内に配置
し、該土のう上に、該凹部(2)上面を覆う保形網体
(6)を載置すると共に止め材(7)をアンカーボルト
(4)、上端に挿通し、次いで該土のう(5,5′,
5″)内部に種子混入植生基盤材(8)を注入充填して
土のうを該コンクリートブロック凹部上面まで膨らま
せ、次いで止め材(7)をアンカーボルト(4)に固定
することを特徴とする河川の護岸緑化工法。
1. An anchor bolt (4) is erected on the bottom of a concave portion (2) of a seawall concrete block (1), and a coconut fiber nonwoven fabric sandbag (5, 5 ', 5 ") is attached to the anchor bolt.
The retaining net (6) for covering the upper surface of the concave portion (2) is placed on the sandbag, and the stopper member (7) Through the anchor bolt (4) and the upper end, then the sandbag (5, 5 ',
5 ″) A method of injecting and filling seed-incorporated vegetation base material (8) into the inside to inflate the sandbag to the upper surface of the concrete block concave portion, and then fixing the stopper (7) to the anchor bolt (4). Seawall greening method.
【請求項2】 保形網体(6)が金属製であり、止め材
(7)が金属製帯板である請求項1の護岸緑化工法。
2. The revetment revetment method according to claim 1, wherein the shape-retaining net (6) is made of metal and the stopper (7) is a metal strip.
【請求項3】 ココナツ繊維不織布製土のう(5,
5′,5″)に上面からポット苗(9)を挿入する請求
項1又は2の護岸緑化工法。
3. A sandbag made of coconut fiber nonwoven fabric (5,
The revetment revegetation method according to claim 1 or 2, wherein the pot seedling (9) is inserted from above into 5 ', 5 ").
【請求項4】 ココナツ繊維(f)を絡合して形成した
不織布シート(50)の一面に接着剤噴霧層(52)を
形成し、該接着剤噴霧層(52)を袋の内面側に配置し
て、該不織布シート(50)を縫合して袋体を形成し、
少なくとも1つの注入口(O)を備えたココナツ繊維不
織布製植生用土のう。
4. An adhesive spray layer (52) is provided on one surface of a nonwoven fabric sheet (50) formed by entanglement of coconut fibers (f).
Forming and placing the adhesive spray layer (52) on the inner surface of the bag.
Then, the nonwoven fabric sheet (50) is sutured to form a bag,
Vegetable soils made of non-woven coconut fiber with at least one inlet (O).
【請求項5】 シート(50)は、繊維長が10乃至1
5cmのココナツ繊維(f)を、重量500〜900gr/
2 、厚さ10〜20mmの絡合不織布シート(51)と
し、一面に80〜110gr/m2 の接着剤を噴霧塗布し
た接着剤噴霧層(52)を形成した請求項4のココナツ
繊維不織布製植生用土のう。
5. The sheet (50) has a fiber length of 10 to 1
5 cm coconut fiber (f) is weighed 500-900 gr /
m 2, and entangled nonwoven fabric sheet having a thickness of 10 to 20 mm (51), according to claim 4 of coconut fiber nonwoven fabric formed adhesive spray layer of adhesive was spray applied in 80~110gr / m 2 (52) on one side Soil for vegetation.
【請求項6】 一枚のシート(50)を2つ折りし、三
方を縫合(T0 )すると共に、一隅部に開口部(O)を
形成し、縫合糸(T)を開口部(O)の端部で、締着用
の延長部(T′)とした請求項4又は5のココナツ繊維
不織布製植生用土のう。
6. A sheet (50) is folded in two, three sides are sewn (T 0 ), an opening (O) is formed in one corner, and the suture (T) is sewn to the opening (O). The vegetation soil bag made of a coconut fiber nonwoven fabric according to claim 4 or 5, wherein the end portion is an extension (T ') for fastening.
JP07798398A 1998-03-25 1998-03-25 River revetment greening method and sandbags used in this method Expired - Fee Related JP3278608B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07798398A JP3278608B2 (en) 1998-03-25 1998-03-25 River revetment greening method and sandbags used in this method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07798398A JP3278608B2 (en) 1998-03-25 1998-03-25 River revetment greening method and sandbags used in this method

Publications (2)

Publication Number Publication Date
JPH11269897A JPH11269897A (en) 1999-10-05
JP3278608B2 true JP3278608B2 (en) 2002-04-30

Family

ID=13649114

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Country Status (1)

Country Link
JP (1) JP3278608B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4698315B2 (en) * 2005-07-15 2011-06-08 積水化成品工業株式会社 Fixing structure for fixing water retention and drainage base material used for rooftop greening to the rooftop and rooftop greening equipment using it
JP6698445B2 (en) * 2016-07-01 2020-05-27 一般財団法人建設工学研究所 Slope reinforcement structure and slope reinforcement method

Also Published As

Publication number Publication date
JPH11269897A (en) 1999-10-05

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