JPS63210306A - Revetment for artificial pond and river - Google Patents

Revetment for artificial pond and river

Info

Publication number
JPS63210306A
JPS63210306A JP62041728A JP4172887A JPS63210306A JP S63210306 A JPS63210306 A JP S63210306A JP 62041728 A JP62041728 A JP 62041728A JP 4172887 A JP4172887 A JP 4172887A JP S63210306 A JPS63210306 A JP S63210306A
Authority
JP
Japan
Prior art keywords
layer
water
sheet
plants
waterproof 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.)
Granted
Application number
JP62041728A
Other languages
Japanese (ja)
Other versions
JPH0692665B2 (en
Inventor
Masato Oshikawa
押川 真人
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.)
YAMAMIZU SANGYO KK
Original Assignee
YAMAMIZU SANGYO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by YAMAMIZU SANGYO KK filed Critical YAMAMIZU SANGYO KK
Priority to JP62041728A priority Critical patent/JPH0692665B2/en
Publication of JPS63210306A publication Critical patent/JPS63210306A/en
Publication of JPH0692665B2 publication Critical patent/JPH0692665B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use

Abstract

PURPOSE:To eliminate a degradation in landscape by a method in which a plant-growing layer is provided near the water level of a water-proof sheet as a water stop layer for artificial pond, etc., and to prevent the exposure of the water-proof sheet. CONSTITUTION:A water-proof sheet 5 is laid on an artificially constructed revetment 1, and the upper end of the sheet 5 is fixed by stoppers 11. The lower end of a reticulate mat 7 is fixed to a position near low-water level 6 of the sheet 5, and the mat 7 is folded up to the direction of a top 3. Clay 8a and soil 8 are charged into the space between the sheet 5 and the mat 7 to form a plant-growing layer 9. Plant can grow on the vegetatable layer 9 to eliminate a degradation in the landscape caused by the exposure of the sheet 5.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は人造池、河川などの堤体に関するものである。[Detailed description of the invention] Industrial applications The present invention relates to embankments for artificial ponds, rivers, etc.

従来の技術 従来、人工的に作られた池、河川などの堤体においては
、その底部から法面、更には天端に亘ってコンクリート
、防水シートなどで形成された遮水層で覆い、堤体の崩
れ防止および水の流出防止を計ることが広く行なわれて
いる。
Conventional technology Conventionally, artificially created embankments for ponds, rivers, etc. are covered with an impermeable layer made of concrete, waterproof sheets, etc. from the bottom to the slopes and even to the top. It is widely practiced to prevent the body from collapsing and to prevent water from flowing out.

発明が解決しようと1゛る問題点 ところが、前記遮水層は合成樹脂製の防水シート或いは
防水コンクリートなどの材料によって形成されているた
め植物が活着することができず施工後も永年に亘ってそ
のままの状態を保つこととなる。
However, since the water-blocking layer is made of materials such as synthetic resin waterproof sheets or waterproof concrete, plants cannot take root therein, and the water-blocking layer remains for many years after construction. It will remain as it is.

従って遮水層のうちで水中に没してしまう底部や法面の
一部、更には盛土が可能な天端は隠蔽されることとなる
が、最低水位付近よりも上方に位置する法面の部分は遮
水層が露出したままであるため景観を損うこととなり、
殊に公園、庭園、ゴルフ場、観光地など自然の景観が重
視される個所では問題となっていた。
Therefore, parts of the bottom and slope of the impermeable layer that are submerged under water, as well as the top where embankment is possible, will be hidden, but the slope that is located above the lowest water level will be hidden. The water-blocking layer remains exposed in some parts, damaging the landscape.
This has been a particular problem in places where natural scenery is important, such as parks, gardens, golf courses, and tourist spots.

本発明はこれらの問題点を解決するためになされたもの
であって、遮水層が露出していた部分に植物が活着して
自然の池、河川のように見え、景観を損ねることのない
人造池、河川などの堤体を提供することを目的とする。
The present invention was made in order to solve these problems, and it is possible to prevent plants from taking root in the exposed part of the impermeable layer, making it look like a natural pond or river, without spoiling the landscape. The purpose is to provide embankments for artificial ponds, rivers, etc.

問題点を解決するための手段 上記問題点を解決するため本発明である人造池、河川な
どの堤体は、法面に沿って設けられている遮水層の少な
くとも低水位付近よりも上方にその表面に沿って植物の
活着可能な層が設けられていることを特徴とする。
Means for Solving the Problems In order to solve the above problems, the present invention provides an embankment for artificial ponds, rivers, etc. that is at least above the low water level of the impermeable layer provided along the slope. It is characterized by having a layer along its surface that allows plants to take root.

作  用 遮水層の表面に沿って設けられている植物の活着可能な
層に植物が育成して遣水層を隠蔽する。
Function Plants grow in the layer provided along the surface of the water-blocking layer where plants can take root, thereby hiding the water-blocking layer.

実施例 次に本発明の実施例を図面に基づいて説明する。Example Next, embodiments of the present invention will be described based on the drawings.

第1図乃至第4図は本発明の一実施例を示すもので、人
造池、河川などの堤体1は例えば厚さが1.5mm程度
の合成樹脂製の防水シート2が天端3、法面4および底
部に亘って敷設され、この防水シートが遮水層5を形成
している。
1 to 4 show an embodiment of the present invention, in which an embankment body 1 of an artificial pond, river, etc. has a waterproof sheet 2 made of synthetic resin with a thickness of about 1.5 mm, for example, at the top 3, This waterproof sheet is laid over the slope 4 and the bottom, and forms a water-blocking layer 5.

そして、この遮水層5の法面4における低水位付近6か
らその上方に位首する天端3の一部に亘って、例えば厚
さが3〜5#、幅が1〜10m程度の帯状に形成された
ヤシなどの植物繊維よりなる小孔の網目状のマツドアが
それらと前記遮水層5との間に厚さ10 cm程度の客
土8を挾んで堤体1の長手方向へ端縁部を互いに重ねて
配設され、これによって植物の活着可能な層9が形成さ
れている。
Then, from the vicinity 6 of the low water level on the slope 4 of this impermeable layer 5 to a part of the crown 3 extending above it, a belt-like material having a thickness of, for example, 3 to 5 mm and a width of approximately 1 to 10 m is formed. A mesh-like pine door made of small holes made of plant fibers such as coconut fibers is formed in the dam body 1 with a layer of soil 8 about 10 cm thick sandwiched between them and the impermeable layer 5. The edges are arranged one on top of the other, thereby forming a layer 9 on which plants can take root.

本実施例では前記層9の常時水に浸る部分に粘土8aが
配置されており客土の流失を防いでいる。
In this embodiment, clay 8a is placed in the portion of the layer 9 that is constantly submerged in water to prevent soil from being washed away.

尚、本実施例ではマツドアとしてヤシなどの植物繊維よ
りなる小孔の網目状のものを用いたが、合成繊維により
形成された不織布などからなる網目状のものを用いても
よい。更に、10は天端3の部分に盛られた盛土であり
、11は防水シート2の上端を天端3に形成した溝条1
2に固着するための止め具である。
In this embodiment, a mesh door with small holes made of plant fibers such as coconut was used as the pine door, but a mesh door made of nonwoven fabric made of synthetic fibers may also be used. Furthermore, 10 is an embankment built up at the top 3, and 11 is a groove 1 that forms the top end of the waterproof sheet 2 at the top 3.
This is a fastener for fixing to 2.

次に前記構成の遣水層5および活着可能な層9の施工方
法について説明する。
Next, a method of constructing the water supply layer 5 and the rootable layer 9 having the above structure will be explained.

第3図は前記第1図および第2図に示した実施例のもの
を施工する方法の一例を示すものであり、友ず、人工的
に形成した堤体1の底部、法面4および天端3に防水シ
ート2を敷設するとともに、天端3に堤体の長手方向へ
沿って形成した溝条12の底に防水シート2の上端を止
め具11により止着して固定する。
FIG. 3 shows an example of a method for constructing the embodiment shown in FIGS. 1 and 2. A waterproof sheet 2 is laid on the end 3, and the upper end of the waterproof sheet 2 is fastened and fixed with a stopper 11 to the bottom of a groove 12 formed on the top end 3 along the longitudinal direction of the embankment.

次でこの防水シート2の低水位付近6よりも少し下方に
多数のマツドアの下端部を連結するとともにそれらの端
縁部を互いに重ねて堤体1の長手方向へ配設し、これら
を天端3方向に折返すとともに防水シート2とマツドア
との間に形成される隙間の底部に粘土8aを充填し更に
客土8をほぼ均一の厚さに投入する。次に、マツドアの
上端部を前記溝条12内に止着されている防水シート2
に重ね溝条12に土砂を投入して天端3に固定し、これ
により防水シート2からなる遮水層5の法面4の低水位
付近6の少し下方から天端3の一部に亘る表面に植物の
活着可能な層9を形成し、最後に天端3の部分に盛土1
0を被せる。そして、早急に植物の活着繁茂を必要とす
る場合には客土8或いはマツドアに植物の苗を植えるか
種を蒔く。或いはこのように人工的に植物を活着させな
くとも施工後に風などにより運ばれた種が飛着し、また
は芝の根が盛土10から客土8に延びて発芽するなどに
より自然に植物が活着する。
Next, the lower ends of a large number of pine doors are connected slightly below the low water level 6 of this waterproof sheet 2, and their edges are overlapped with each other in the longitudinal direction of the embankment body 1, and these are placed at the top. While folding in three directions, the bottom of the gap formed between the waterproof sheet 2 and the pine door is filled with clay 8a, and additional soil 8 is thrown in to a substantially uniform thickness. Next, the upper end of the pine door is attached to the waterproof sheet 2 fixed in the groove 12.
Earth and sand is poured into the ditch 12 and fixed to the top 3, thereby extending the impermeable layer 5 made of the waterproof sheet 2 from slightly below the low water level 6 of the slope 4 to a part of the top 3. Form a layer 9 on the surface where plants can take root, and finally fill the top 3 with embankment 1.
Cover with 0. If it is urgently necessary for the plants to take root and flourish, plant seedlings or sow seeds in additional soil 8 or pine doors. Alternatively, even if the plants do not take root artificially in this way, the plants may take root naturally, such as when seeds carried by the wind fly after construction, or when grass roots extend from the embankment 10 to the additional soil 8 and germinate. do.

尚、かかる施工方法では、まず堤体1に防水シート2を
敷設して遮水層5を形成しておき、次いで遮水層5の低
水位付近6の下方においてマツドアの下端部を連結する
とともにその上端を上方に折返しそれらの間に客土8を
投入して天端3に固定して植物の活着可能な層9を形成
したが、防水シート2の上端部を天端3に固定する前に
低水位付近6にマツドアの下端部を連結してそれらの間
に客土8を入れて防水シート2とマツドアの上端部とを
重ね、これらを−緒に天端3に固定してもよい。
In this construction method, the waterproof sheet 2 is first laid on the embankment body 1 to form the impermeable layer 5, and then the lower end of the pine door is connected below the low water level area 6 of the impermeable layer 5. The upper end of the waterproof sheet 2 was folded upward and additional soil 8 was put between them and fixed to the top 3 to form a layer 9 on which plants could take root, but before the top end of the waterproof sheet 2 was fixed to the top 3. It is also possible to connect the lower end of the pine door near the low water level 6, put soil 8 between them, overlap the waterproof sheet 2 and the upper end of the pine door, and fix them together to the top 3. .

第4図および第5図は遮水層5の低水位付近6における
防水シート2とマツドアとの連結手段の一例を示すもの
であり、防水シート2のマツドアを連結する位置に帯状
の固定部材14を環状に形成して固定し、適宜の長さを
有しアルミニウムを被覆して耐腐蝕性を付与した鋼棒1
3をその両端部を露出させて固定部材14に挿通すると
ともにその両端部に適宜の長さを有しアルミニウムを被
覆した鉄線15.15を巻装してそれらの両送端部を上
方へと突出させておく。
4 and 5 show an example of a means for connecting the waterproof sheet 2 and the pine door in the vicinity of the low water level 6 of the impermeable layer 5, and a belt-shaped fixing member 14 is installed at the position of the waterproof sheet 2 where the pine door is connected. A steel rod 1 formed into an annular shape and fixed, having an appropriate length and coated with aluminum to provide corrosion resistance.
3 is inserted into the fixing member 14 with both ends thereof exposed, and an iron wire 15 and 15 coated with aluminum having an appropriate length is wound around both ends of the wire 15 and 15, and both ends of the wires are wound upward. Make it stand out.

そして、第5図に示すように防水シート2の表面に前記
鉄線15.15の両送端部を貫通させてマツドアを重ね
、このマツドアの表面に前記鋼棒13と同様の鋼棒16
を重ねて配置し、その両端部に前記鉄線15.15の両
送端部を巻きつけ締結して防水シート2とマツドアとを
連結するものである。この連結手段によれば連結操作が
迅速で、確実に連結されるがこれに限らず他の連結手段
であってもよい。
Then, as shown in FIG. 5, a pine door is stacked on the surface of the waterproof sheet 2 by penetrating both ends of the iron wire 15.15, and a steel rod 16 similar to the steel rod 13 is placed on the surface of the pine door.
are placed one on top of the other, and both ends of the iron wires 15 and 15 are wound around and fastened to connect the waterproof sheet 2 and the pine door. According to this connecting means, the connecting operation is quick and the connection is ensured, but the connection is not limited thereto, and other connecting means may be used.

このように構成された本実施例によると堤体1に防水シ
ート2により形成される遮水層5の法面4の低水位付近
6よりも下方部分は常時水中に没しているとともに天端
3の部分は盛土10により常時隠蔽されており、更に従
来遮水層5がそのまま露出していた法面4の低水位付近
6よりも上方および天端3の一部は植物の活着可能な層
9に比較的短期間で植物が育成してするので隠蔽して自
然の景観を与えることとなる。
According to this embodiment configured in this way, the lower part of the slope 4 of the impermeable layer 5 formed by the waterproof sheet 2 on the embankment body 1 than the low water level vicinity 6 is always submerged in water, and the top part is always submerged in water. The part 3 is always hidden by the embankment 10, and furthermore, above the low water level 6 of the slope 4 where the impermeable layer 5 was conventionally exposed, and part of the crown 3, there is a layer where plants can take root. 9. Since plants will grow in a relatively short period of time, it will be hidden and give a natural landscape.

殊に本実施例では植物の活着可能な層9が客土8および
吸水性を有するマツドアにより形成されているため、植
物の定着性が良く、更に雨水などを保有するとともに池
や川の水を吸上げて適度の水分と養分とを保持するため
植物が良好に育成する。尚、本実施例は疎水層5が防水
シート2により形成された場合を示したが通水層5がコ
ンクリートにより形成されている場合にはコンクリート
製の法面にマツドアの下端部を直接固定してその上端を
上方に折返しそれらの間に客土を投入して植物の活着可
能な層9を形成する(図示せず)。
In particular, in this embodiment, the layer 9 on which plants can take root is formed of soil 8 and water-absorbing pinewood, which allows plants to take root easily. Plants grow well because they absorb and retain an appropriate amount of moisture and nutrients. Although this example shows the case where the hydrophobic layer 5 is formed of the waterproof sheet 2, if the water permeable layer 5 is formed of concrete, the lower end of the pine door may be directly fixed to the concrete slope. The upper end of the layer is folded upward and additional soil is poured between them to form a layer 9 on which plants can take root (not shown).

第6図は本発明の他の実施例を示すものであり、厚さが
ほぼ10〜20rraの合成繊維製の不織布などにより
形成されたマツドアが防水シート2により形成される遮
水層5の表面に直接重ねて配設され、このマツドアが植
物の活着可能な層9を形成している。従って客土8を有
しておらず施工が簡単であるとともに経済的でもある。
FIG. 6 shows another embodiment of the present invention, in which a pine door made of synthetic fiber non-woven fabric having a thickness of about 10 to 20 rra is attached to the surface of the water-blocking layer 5 formed by the waterproof sheet 2. These pine doors form a layer 9 on which plants can take root. Therefore, there is no additional soil 8, making construction simple and economical.

第7図は本発明の更に異なる実施例を示すものであり、
この実施例では堤体1の底部、法面4および天端3にコ
ンクリート層13を設けて遮水層5が形成されている。
FIG. 7 shows a further different embodiment of the present invention,
In this embodiment, a water-blocking layer 5 is formed by providing a concrete layer 13 on the bottom, slope 4, and top 3 of the embankment body 1.

そしてこの遮水層5における法面4の低水位部分6付近
から天端3に亘る長さの約二倍の長さを有し、例えば厚
さが10am程度で合成繊維製の不織布により形成され
たマツドアの多数をそれらの側端部において順次互いに
接続し、マツドアの長手方向のほぼ中央部付近において
折返すとともに両端部を重ね合せて袋状とし、その内部
に客土8を充填して予め植物の活着可能な層9を形成し
ておく。
The water barrier layer 5 has a length approximately twice as long as the length from the vicinity of the low water level 6 of the slope 4 to the top 3, and has a thickness of about 10 am, for example, and is made of a nonwoven fabric made of synthetic fibers. A large number of pine doors are sequentially connected to each other at their side ends, folded back near the longitudinal center of the pine doors, and both ends are overlapped to form a bag, and the inside is filled with soil 8 to form a bag. A layer 9 on which plants can take root is formed in advance.

そしてこの植物の活着可能な層9を折返し部7aが遮水
層5の法面4の低水位部分6付近に位置するようにして
堤体1の長手方向に沿って配設し、重ね合せた両端部を
天端3に形成した溝条12の底に止め具11により止着
して固定したものである。尚、8aは粘土、10は盛土
である。
The layer 9 on which plants can take root is arranged along the longitudinal direction of the embankment body 1 so that the folded part 7a is located near the low water level part 6 of the slope 4 of the impermeable layer 5, and is overlapped. Both ends are fixed to the bottom of a groove 12 formed on the top end 3 by fasteners 11. Note that 8a is clay and 10 is embankment.

この実施例では更に施工が簡単であり、殊に進水層5が
コンクリートなどにより形成されている場合に適してい
る。
This embodiment is easier to construct and is particularly suitable when the launching layer 5 is made of concrete or the like.

発明の効果 本発明は以上のように構成されるため、人工池や河川の
法面に設けられた遮水層の上に植物が活着し、遮水層を
隠蔽して自然のように見せ、従って景観を損ねることが
なく、庭園、公園、観光地などの景観を重んじる場所に
おいて有効である。
Effects of the Invention Since the present invention is configured as described above, plants can take root on the impermeable layer provided on the slope of an artificial pond or river, hide the impermeable layer, and make it look like nature. Therefore, it does not spoil the scenery and is effective in places where scenery is valued, such as gardens, parks, and tourist spots.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の一実施例を示す斜視切截図、第2図は
その断面図、第3図はその施工方法を示す説明図、第4
図および第5図は防水シートとマットとの連結手段の一
例を示ず説明図、第6図および第7図は他の実施例を示
す斜視切截図である。 1・・・堤 休、2・・・防水シート、4・・・法 面
、5・・・遮水層、6・・・低水位付近、9・・・植物
の活着可能な層、13・・・コンクリート層。
Fig. 1 is a perspective cutaway diagram showing one embodiment of the present invention, Fig. 2 is a sectional view thereof, Fig. 3 is an explanatory diagram showing the construction method, and Fig. 4
5 and 5 are explanatory views showing an example of the means for connecting the waterproof sheet and the mat, and FIGS. 6 and 7 are perspective cutaway views showing other embodiments. 1... Embankment closed, 2... Tarpaulin sheet, 4... Slope, 5... Impermeable layer, 6... Near low water level, 9... Layer where plants can take root, 13... ...Concrete layer.

Claims (1)

【特許請求の範囲】[Claims] 法面に沿って設けられている遮水層の少なくとも低水位
付近よりも上方にその表面に沿って植物の活着可能な層
が設けられていることを特徴とする人造池、河川などの
堤体。
An embankment body for an artificial pond, river, etc., characterized in that a layer on which plants can take root is provided along the surface of an impermeable layer provided along a slope, at least above the vicinity of the low water level. .
JP62041728A 1987-02-25 1987-02-25 Embankment bodies such as artificial ponds and rivers Expired - Lifetime JPH0692665B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62041728A JPH0692665B2 (en) 1987-02-25 1987-02-25 Embankment bodies such as artificial ponds and rivers

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62041728A JPH0692665B2 (en) 1987-02-25 1987-02-25 Embankment bodies such as artificial ponds and rivers

Publications (2)

Publication Number Publication Date
JPS63210306A true JPS63210306A (en) 1988-09-01
JPH0692665B2 JPH0692665B2 (en) 1994-11-16

Family

ID=12616486

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62041728A Expired - Lifetime JPH0692665B2 (en) 1987-02-25 1987-02-25 Embankment bodies such as artificial ponds and rivers

Country Status (1)

Country Link
JP (1) JPH0692665B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0516827U (en) * 1991-08-19 1993-03-02 山富産業株式会社 Concrete block for seawall
US10287092B2 (en) 2015-09-28 2019-05-14 A.O.S Services Ltd. Liquid containment structures and frac ponds with mat foundations

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63171909A (en) * 1987-01-07 1988-07-15 Dorein Kogyo Kk River embankment work

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63171909A (en) * 1987-01-07 1988-07-15 Dorein Kogyo Kk River embankment work

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0516827U (en) * 1991-08-19 1993-03-02 山富産業株式会社 Concrete block for seawall
US10287092B2 (en) 2015-09-28 2019-05-14 A.O.S Services Ltd. Liquid containment structures and frac ponds with mat foundations

Also Published As

Publication number Publication date
JPH0692665B2 (en) 1994-11-16

Similar Documents

Publication Publication Date Title
US5338131A (en) Arrangement for shoreline construction, maintenance, and protection, and methods for making and using the same
GB2185769A (en) Flexible ground cover structure
ITRM950160A1 (en) METHOD OF PHYTODEPURATION AND RENATURATION OF WASTE WATER AND PROTECTION AND BANK SUPPORT OF WATER MIRRORS
KR20160012390A (en) River Bank Protection Structure made of Polyurethane having Fish Habitat and Porous Plant Hole without Foot Protection Work, and Constructing Method thereof
RU2398930C1 (en) Method for erection of slope support from fascines of biopositive design
JPS63210306A (en) Revetment for artificial pond and river
RU2406800C2 (en) Method for erection of gabion mat of biopositive design
JP2826574B2 (en) Greening method of slope
JP2559652B2 (en) Revegetation method of flooded surface bare land slope such as dam lake, lake, pond
KR100427226B1 (en) The stone wire-net friendly relations with environment
JP2000054343A (en) Method for constructing vegetative sandbag gabion for revetment greening
JPS6351526A (en) Structure of slope frame
JPH03232425A (en) Method for greening work of wall surface
JPS6232290B2 (en)
KR970021524A (en) Landscape Construction Method of Rivers and Structures for Landscape Construction
JP2000136518A (en) Vegetation mat for revetment
JP2000045248A (en) Executing method of revetment construction
JPS636260Y2 (en)
JPH0258637A (en) Plantation on concrete retaining wall and planting floor therefor
RU170647U1 (en) SHORE-REDUCING CONSTRUCTION FROM NANOUS AND INERT MATERIALS, PLANTS, LIVING BRANCHES AND SHEETS
JP3020166U (en) Ecological natural stone mat
KR940021843A (en) Process to make mattress type gabion to protect plant
JPH08199529A (en) Soil-covering block for river and concrete soil-covering block revetment
JP2623231B2 (en) Planting structure of aquatic plants
JPS5930061Y2 (en) Equipment for installing soil bags on montal or concrete sprayed slopes