JPH11181737A - Laying body for revetment - Google Patents

Laying body for revetment

Info

Publication number
JPH11181737A
JPH11181737A JP9365848A JP36584897A JPH11181737A JP H11181737 A JPH11181737 A JP H11181737A JP 9365848 A JP9365848 A JP 9365848A JP 36584897 A JP36584897 A JP 36584897A JP H11181737 A JPH11181737 A JP H11181737A
Authority
JP
Japan
Prior art keywords
frame
revetment
water
seawall
vegetation
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP9365848A
Other languages
Japanese (ja)
Inventor
Naoyuki Hashimoto
尚幸 橋本
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.)
Ekomu Kk
Original Assignee
Ekomu 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 Ekomu Kk filed Critical Ekomu Kk
Priority to JP9365848A priority Critical patent/JPH11181737A/en
Publication of JPH11181737A publication Critical patent/JPH11181737A/en
Pending legal-status Critical Current

Links

Classifications

    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Revetment (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a laying body for revetment, which is invariable in quality because of shop fabrication, has a high plant setting property as it ensures the growth of roots, is excellent in the effect of revetment, and enables effective reuse of concrete waste, i.e., industrial waste. SOLUTION: A water-permeable, earth-retaining sheet 2 made of a nonwoven fabric allowing water to circulate but preventing earth and soil from flowing away is laid inside a frame 1 formed of metallic wire. Numerous pieces of concrete waste 3 are put over the water-permeable earth-retaining sheet 2 by 80% of the frame 1 to form numerous pores. Planting bags 5 containing seeds and fertilizer are put on a cover soil layer 4 covering the top, and a net-shaped holder 6 having bristles electrostatically driven into its surface is locked with the frame 1 to hold the upper sides of the planting bags 5.

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、河川の護岸のため
に河岸に敷設する護岸用敷設体に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seawall laying body laid on a riverbank for seawall protection of a river.

【０００２】[0002]

【従来の技術】従来、河川の護岸にはコンクリート製の
護岸ブロックが用いられている。しかし、護岸ブロック
はコンクリートが露出したままであるために草木が殆ど
繁殖しないという欠点があり、このため増水時における
土砂の流出を防止することができずに河岸が次第に侵食
されるという問題がある。また、人工造成物が列設状態
で露出しているために河川の景観を損なうという欠点も
ある。そこで、護岸ブロック上に覆土して転圧し、その
上に生芝マットを張付ける覆土芝張り工法が行なわれて
いる。2. Description of the Related Art Conventionally, concrete revetment blocks have been used for revetment of rivers. However, the revetment block has a drawback that plants and plants hardly breed because the concrete remains exposed, and thus there is a problem that the riverbank is gradually eroded without being able to prevent the outflow of sediment when the water is increased. . There is also a disadvantage that the landscape of the river is impaired because the artificial structures are exposed in a row. For this reason, a soil covering method of covering soil on a revetment block, rolling it, and attaching a raw grass mat thereon has been performed.

【０００３】[0003]

【発明が解決しようとする課題】しかし、従来の覆土芝
張り工法は覆土が凍結し易い冬季施工時には芝の定着が
悪いという欠点があるし、覆土をムラ無く均等に転圧す
るためには熟練技術者を必要とするという問題もある。
また、植生マットを護岸ブロック上に載置する工法も考
えられるが、増水時の水圧に対する植生マット自体の保
護、あるいは種子、肥料等の植生基材の流失の問題があ
る。However, the conventional method of covering up soil with the cover lawn has a disadvantage that the lawn is not firmly fixed during winter construction when the cover is easy to freeze. There is also a problem that requires a person.
A method of placing the vegetation mat on the revetment block is also conceivable. However, there is a problem of protection of the vegetation mat itself against water pressure at the time of increasing water, or a loss of vegetation base material such as seeds and fertilizer.

【０００４】また、今日的問題として産業廃棄物である
コンクリート廃材の処分の問題がある。コンクリート廃
材は腐食しないことから、埋立材として埋立地に投棄す
るか産業廃棄物処理場に投棄しているが、埋立地にも産
業廃棄物処理場にも限界があるし、廃棄物処理場は市街
地から遠方に設けられているためにその運搬費も嵩むと
いう問題があり、有効な処分方法がないのが現状であ
る。[0004] Further, there is a problem of disposal of concrete waste material, which is industrial waste, as a current problem. Because concrete waste does not corrode, it is either dumped into landfills or dumped at industrial waste disposal sites as landfill materials.However, there are limits to both landfills and industrial waste disposal sites. There is a problem that the transportation cost increases because it is located far from the city area, and there is no effective disposal method at present.

【０００５】本発明は上述した従来技術の欠点に鑑みな
されたもので、工場生産ができるので品質が一定してい
るし、草木の繁殖および昆虫、微生物等の成育を促進で
きるので草木の定着性が高いことから護岸効果に優れて
おり、また景観の改善を図ることができ、しかも施工が
簡単で工期も短期間できる護岸用敷設体を提供するこ
と、またコンクリート廃材の有効利用を図ることもでき
る護岸用敷設体を提供することを目的とする。The present invention has been made in view of the above-mentioned drawbacks of the prior art, and has a constant quality because it can be produced in a factory, and can promote the growth of plants and the growth of insects, microorganisms, and the like. It is possible to provide a seawall laying body that is excellent in seawall effect because it is high, can improve the landscape, can be easily constructed, and the construction period can be shortened, and also can effectively use waste concrete It is intended to provide a revetment laying body that can be used.

【０００６】[0006]

【課題を解決するための手段】上述した課題を解決する
ために構成された本発明の手段は、少なくとも底部側が
開口している枠体と、該枠体の内側を覆った状態で該枠
体内に設けた通水性土留めシートと、該通水性土留めシ
ート上から前記枠体内に収容され、無数の空隙を形成す
る多数の護岸用塊材と、該護岸用塊材上に形成した土壌
層と、該土壌層の上に載置した状態で前記枠体内に配置
した植生体と、該植生体を覆う網状押え体とからなる。According to the present invention, there is provided a frame body having at least a bottom opening, and a frame body which covers the inside of the frame body. A water-permeable soil retaining sheet, a large number of seawalls formed on the water-permeable soil retaining sheet in the frame from above the watertight earth retaining sheet and forming countless voids, and a soil layer formed on the seawater protective mass And a vegetation placed in the frame in a state of being placed on the soil layer, and a mesh presser body covering the vegetation.

【０００７】そして、前記護岸用塊材にはコンクリート
廃材を用いることにより、処分方法が困難な産業廃棄物
の有効利用を図ることができる。[0007] By using concrete waste as the seawall material, it is possible to effectively use industrial waste which is difficult to dispose.

【０００８】また、前記網状押え体は表面に静電埴毛し
てある金網を用いることにより、草木の繁殖を促進する
ことができるし、河川の景観を改善することができる。[0008] In addition, by using a wire mesh having an electrostatic clay on the surface of the mesh-like holding body, the propagation of vegetation can be promoted and the river scene can be improved.

【０００９】[0009]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づき詳述する。図において、１は枠体を示す。該枠
体１は金属製線材を格子状に組合わせ、底側面１Ａと、
４面の側面１Ｂ、１Ｂとから上方が開放した平面略矩形
の篭状に形成したものからなり、各側面１Ａ、１Ｂは開
口して通水可能になっている。Embodiments of the present invention will be described below in detail with reference to the drawings. In the figure, 1 indicates a frame. The frame 1 is a combination of metal wires in a lattice shape, and a bottom side 1A,
It is formed in the shape of a basket having a substantially rectangular plane with the upper side open from the four side surfaces 1B and 1B, and the side surfaces 1A and 1B are open to allow water to flow.

【００１０】２は前記各側面１Ａ、１Ｂの開口を覆うよ
うに前記枠体１内に設けた通水性土留めシートで、該通
水性土留めシート２には水は流通するが土砂は流失しな
い材料、例えば不織布を用いている。３、３、・・・は
該通水性土留めシート２上から枠体１内に収容した護岸
用塊材としての多数のコンクリート廃材を示し、該各コ
ンクリート廃材３は適宜の大きさに破砕した形状をなし
ているので、コンクリート廃材３同志の間には草木が根
を張るのに好適な無数の空隙が形成されている。また、
コンクリート廃材３に砕石や火山礫等を混ぜてもよい。
そして、コンクリート廃材３は枠体１内に８分目程度投
入してあり、その上側は凹部になっている。Reference numeral 2 denotes a water-permeable soil retaining sheet provided in the frame 1 so as to cover the openings of the side surfaces 1A and 1B. Water flows through the water-permeable soil retaining sheet 2 but earth and sand do not flow away. A material, for example, a non-woven fabric is used. .. Indicate a large number of concrete wastes as revetment lump materials accommodated in the frame 1 from above the water-permeable soil retaining sheet 2, and each of the concrete wastes 3 was crushed to an appropriate size. Because of the shape, countless voids suitable for planting roots are formed between the concrete waste materials 3. Also,
Crushed stone, volcanic rubble, or the like may be mixed with the concrete waste material 3.
The concrete waste material 3 is put into the frame 1 for about eight minutes, and the upper part thereof is a concave portion.

【００１１】４は前記コンクリート廃材３の上側を覆っ
た状態で枠体１内の凹部に充填形成した覆土層で、該覆
土層４は植物が確実に根を張ることができるように約３
０ｃｍの厚さにしてあるがコンクリート廃材３の空隙内
にも侵入しており、その上面４Ａは後述する植生シート
５の安定性を良くするために平坦面に均してある。５は
枠体１内に位置して前記覆土層４上に配設した植生シー
トを示す。該植生袋体５は腐食性材料、例えば植物繊維
を扁平の袋状に編成して形成したシート本体５Ａと、種
子、肥料、保水土壌等を適宜の割合で混合し、植生シー
ト５Ａ内に充填した植生基材５Ｂとから構成したもの
で、植生袋体５の構成自体は公知のものである。Reference numeral 4 denotes a soil covering layer formed by filling the concave portion in the frame 1 with the upper side of the concrete waste material 3 covered. The soil covering layer 4 has a thickness of about 3 so that the plant can surely take root.
Although it has a thickness of 0 cm, it also penetrates into the voids of the waste concrete material 3, and its upper surface 4 </ b> A is leveled to improve the stability of the vegetation sheet 5 described later. Reference numeral 5 denotes a vegetation sheet disposed in the frame 1 and disposed on the cover layer 4. The vegetation bag 5 is formed by mixing a corrosive material, for example, a sheet body 5A formed by knitting plant fibers into a flat bag, and seeds, fertilizer, water-retaining soil, and the like at an appropriate ratio, and filling the vegetation sheet 5A. And the vegetation bag body 5B, and the configuration itself of the vegetation bag body 5 is known.

【００１２】６は前記植生袋体５の上側を全面的に覆っ
た網状押え体を示す。該網状押え体６は金網の表面に緑
色の短繊維を静電植毛したものからなっており、その縁
部６Ａ、６Ａ、・・を枠体１に針金等の適宜の手段で係
着することにより固定してある。なお、前記植毛金網か
らなる網状押え体６に代えて緑色の植物繊維を編成して
網体に形成したものを用いてもよい。Reference numeral 6 denotes a net-like pressing body that entirely covers the upper side of the vegetation bag 5. The reticulated press body 6 is formed by electrostatically flocking green short fibers on the surface of a wire mesh, and its edges 6A, 6A,... Are fixed to the frame 1 by an appropriate means such as a wire. It is fixed by. It is to be noted that, instead of the reticulated holding body 6 composed of the flocking wire netting, a net formed by knitting green vegetable fibers may be used.

【００１３】上述の如く本実施の形態からなる護岸用敷
設体は枠体１、通水性土留めシート２、多数のコンクリ
ート廃材３、覆土層４、植生袋体５および網状押え体６
から構成してあり、予め工場で製造して現場に搬送する
ことができる。そして、整地してある河岸の法面にクレ
ーン車等の重機により吊り上げて敷設するという簡単な
作業により短時間で施工することができる。As described above, the laying body for revetment according to the present embodiment includes a frame 1, a water-permeable soil retaining sheet 2, a large number of concrete waste materials 3, a covering soil layer 4, a vegetation bag body 5, and a mesh holding body 6.
And can be manufactured at a factory in advance and transported to the site. Then, it can be constructed in a short time by a simple operation of lifting and laying the ground on the slope of the river bank with a heavy machine such as a crane truck.

【００１４】この場合、隣接する護岸用敷設体同士は枠
体１、１を針金、Ｕボルト等で係合して連結することに
より安定性を高めることができる。また、植生袋体５は
網状押え体６により枠体１に固定してあるから、増水時
にも流失することがないし、その下には覆土層４が形成
してあるから、植生袋体５の種子は根が張りやすいため
に定着性が良く、養分補給も十分に行われる。しかも、
コンクリート廃材３間には無数の空隙が形成されてお
り、根がこの空隙内に張ることができる結果、草木の成
長も良いし定着力も強い。In this case, the stability of the adjacent seawall laying bodies can be enhanced by engaging and connecting the frames 1 and 1 with wires, U bolts or the like. Further, since the vegetation bag 5 is fixed to the frame 1 by the net-like holding body 6, it does not flow away even when the water is increased, and the soil covering layer 4 is formed thereunder. The seeds have good anchoring properties because the roots are easy to grow, and nutrient replenishment is sufficiently performed. Moreover,
Innumerable voids are formed between the concrete waste materials 3, and the roots can be stretched in the voids. As a result, the growth of plants and the fixing power are strong.

【００１５】次に、図４は第２の実施の形態を示し、本
実施の形態の特徴は、枠体１１をコンクリート製の枠本
体１２と金属製線材からなる格子状底体１３とから構成
したことにある。枠本体１２は平面略正方形の枠状をし
た４面の側部１２Ａ、１２Ａ、・・と、該各側部１２Ａ
の下側縁に内向きに突出した受け部１２Ｂと、対向する
側部１２Ａ、１２Ａに突設したフック掛け部１２Ｃ、１
２Ｃ（他側は図示せず。）とから形成することにより、
底部側が開口部１２Ｄになった平面略矩形の枠状をなし
ている。そして、格子状底体１３は４辺の受け部１２
Ｂ、１２Ｂ、・・で支持することによって枠本体１２内
に配置してある。Next, FIG. 4 shows a second embodiment. The feature of this embodiment is that the frame 11 is composed of a concrete frame main body 12 and a lattice-shaped bottom body 13 made of a metal wire. I did it. The frame body 12 has four sides 12A, 12A,...
A receiving portion 12B protruding inward from a lower edge of each of the hooks 12C and a hook hooking portion 12C protruding from the opposite side portions 12A, 12A.
2C (the other side is not shown),
The bottom has a substantially rectangular frame shape with an opening 12D on the bottom side. And the lattice-shaped bottom body 13 is provided with the four side receiving portions 12.
B, 12B,... Are arranged in the frame main body 12.

【００１６】上述の構成からなる枠体１１内に通水製土
留めシート２、コンクリート廃材３、覆土層４、植生袋
体５の順で設け、上面を網状押え体６で覆うことにより
護岸用敷設体を構成した点は第１の実施の形態と同じで
あり、護岸用敷設体としての作用も実質的に同じであ
る。しかし、枠体１１はコンクリートで成型してあり、
側面は開口していないので、特に流れが早い河川や、河
岸のうち流速が部分的に早い場所に設置するとよい。A water-retaining soil retaining sheet 2, a concrete waste material 3, a soil covering layer 4, and a vegetation bag 5 are provided in this order in a frame 11 having the above-described structure. The point in which the laying body is configured is the same as that of the first embodiment, and the function as the seawall laying body is substantially the same. However, the frame 11 is molded from concrete,
Since the side surface is not open, it is recommended to install it in a river where the flow is particularly fast, or in a place where the flow velocity is partially high among the river banks.

【００１７】なお、本実施の形態では植生体として植生
袋体５を用いたが、生芝マットを用いてもよいのであっ
て、生芝マットを用いることにより河岸を速やかに緑化
できる利点がある。In this embodiment, the vegetation bag 5 is used as a vegetation. However, a turf mat may be used, and the use of the turf mat has an advantage that the riverbank can be quickly greened. .

【００１８】また、各実施の形態では金網の表面に緑色
の短繊維を静電植毛した網状押え体６を用いる構成にす
ることにより、短繊維が草木の定着性を高めるし、昆虫
等の生物の成育環境を形成することができる。また、断
熱、防熱効果により河川の水温の上昇を抑える効果が期
待することができる。しかも、敷設した場合に緑色の河
岸に見せることができるから景観を改善することができ
る。Further, in each embodiment, by employing a net-like holding body 6 in which green short fibers are electrostatically planted on the surface of the wire netting, the short fibers enhance the fixation of vegetation, and the creatures such as insects can be used. Growth environment can be formed. In addition, the effect of suppressing the rise in the water temperature of the river can be expected due to the heat insulation and heat insulation effects. In addition, when it is laid, it can be seen as a green river bank, so that the landscape can be improved.

【００１９】[0019]

【発明の効果】本発明は以上詳述した如く構成したか
ら、下記の諸効果を奏する。 （１）本考案に係る護岸用敷設体は工場で予め製造する
ことができるから、品質の一定したものにすることがで
きる。また、現場では河岸の法面の整地作業と護岸用敷
設体の敷設工事だけでよいから、工事が簡単であるし短
期間で施工することができる。 （２）植生体の草木は覆土層に根を張ることによって定
着することができ、また根は護岸用塊材によって形成さ
れる無数の空隙に侵入するから草木はより確実に定着し
て繁殖することができる。 （３）護岸用塊材にコンクリート廃材を用いることによ
り、これまで有効な処分方法がなかったコンクリート廃
材を再利用することができ、今日的問題である環境保全
に資することができる。 （４）網状押え体は植生体の流失を防止すると共に、そ
の表面に緑色の短繊維を静電植毛することにより、短繊
維が草木の定着性を高め、昆虫等の生物の成育環境を形
成するから、草木を確実に繁殖させることができる。ま
た、多数の護岸用敷設体を敷設した場合に質感、量感、
色彩感の点でより優れた景観の河岸に見せることがで
き、景観を改善することができる。The present invention has the following advantages because it is constructed as described above. (1) Since the seawall laying body according to the present invention can be manufactured in a factory in advance, the quality can be made constant. In addition, since only the work of leveling the slope of the riverbank and the work of laying the revetment laying body at the site is required, the work is simple and can be performed in a short time. (2) The vegetation of the vegetation can be established by rooting the soil cover layer, and the roots penetrate into the myriad of voids formed by the revetment mass, so that the vegetation can be established and propagated more reliably. be able to. (3) By using the concrete waste material as the revetment lump material, the concrete waste material which has not been effectively disposed can be reused, and it is possible to contribute to environmental protection, which is a current problem. (4) The reticulated presser body prevents the vegetation from flowing out, and the green fibers are electrostatically planted on the surface thereof, so that the short fibers enhance the fixation of the vegetation and form a growth environment for living things such as insects. Therefore, vegetation can be surely propagated. Also, when a large number of seawall laying bodies are laid,
It can be seen on the banks of the landscape, which is better in terms of color, and the landscape can be improved.

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

【図１】本発明の実施の形態に係る護岸用敷設体の全体
構成を示す断面図である。FIG. 1 is a cross-sectional view showing an entire configuration of a seawall laying body according to an embodiment of the present invention.

【図２】護岸用敷設体の分解斜視図である。FIG. 2 is an exploded perspective view of the seawall laying body.

【図３】護岸用敷設体を河岸に敷設した状態を側面から
示す断面図である。FIG. 3 is a cross-sectional view showing a state in which a seawall laying body is laid on a river bank.

【図４】第２の実施の形態に係る護岸用敷設体の縦断面
図である。FIG. 4 is a longitudinal sectional view of a seawall laying body according to a second embodiment.

【符号の説明】[Explanation of symbols]

１、１１ 枠体 ２ 通水性土留めシート ３ コンクリート廃材（護岸用塊体） ４ 覆土層 ５ 植生袋体（植生体） ６ 網状押え体 1, 11 Frame 2 Water-permeable soil retaining sheet 3 Waste concrete (bank protection mass) 4 Covering layer 5 Vegetable bag (vegetable body) 6 Net-like holding body

Claims (4)

【特許請求の範囲】[Claims] 【請求項１】 少なくとも底部側が開口している枠体
と、該枠体の内側を覆った状態で該枠体内に設けた通水
性土留めシートと、該通水性土留めシート上から前記枠
体内に収容され、無数の空隙を形成する多数の護岸用塊
材と、該護岸用塊材上に積載形成した土壌層と、該土壌
層の上に載置した状態で前記枠体内に配置した植生体
と、該植生体を覆う網状押え体とから構成してなる護岸
用敷設体。1. A frame body having at least a bottom opening, a water-permeable soil retaining sheet provided inside the frame so as to cover the inside of the frame body, and the frame body from above the water-permeable soil retaining sheet. A large number of revetment lump materials that are accommodated in the seawall and form countless voids, a soil layer stacked and formed on the revetment lump material, and vegetation disposed in the frame while being placed on the soil layer An embankment laying body comprising a body and a mesh-like presser body covering the living body. 【請求項２】 前記護岸用塊材はコンクリート廃材であ
る請求項１記載の護岸用敷設体。2. The seawall laying body according to claim 1, wherein the seawall mass is concrete waste material. 【請求項３】 前記植生体は植生袋体または生芝マット
である請求項１記載の護岸用敷設体。3. The seawall laying body according to claim 1, wherein the vegetation is a vegetation bag or a turf mat. 【請求項４】 前記網状押え体は表面に静電埴毛した金
網であることを特徴とする請求項１記載の護岸用敷設
体。4. The seawall laying body according to claim 1, wherein the net-like pressing body is a wire net having a surface of electrostatic clay.
JP9365848A 1997-12-22 1997-12-22 Laying body for revetment Pending JPH11181737A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9365848A JPH11181737A (en) 1997-12-22 1997-12-22 Laying body for revetment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9365848A JPH11181737A (en) 1997-12-22 1997-12-22 Laying body for revetment

Publications (1)

Publication Number Publication Date
JPH11181737A true JPH11181737A (en) 1999-07-06

Family

ID=18485273

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9365848A Pending JPH11181737A (en) 1997-12-22 1997-12-22 Laying body for revetment

Country Status (1)

Country Link
JP (1) JPH11181737A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020061558A (en) * 2002-06-11 2002-07-24 (주)실사구시 Planting method in the slit of stones filled in Gabion.
KR20020096206A (en) * 2001-06-19 2002-12-31 문인준 Method for inclined surfaces construction using gabion
KR100473235B1 (en) * 2001-12-14 2005-03-08 삼성에버랜드 주식회사 Fiber-stone- gabion for revetment and bioengineering revetment construction method using thereof
KR100814749B1 (en) 2006-12-12 2008-03-19 우암종합건설(주) Structure of lakefront restoration using the existing gabion and the working method of it
KR101162547B1 (en) 2010-08-12 2012-07-05 성지산업 주식회사 Reinforcement mattress gabion for afforestation environment and construction method
CN113216089A (en) * 2021-05-26 2021-08-06 湖南中泰水电建设工程有限公司 Ecological river bank protection of palm stone
KR102334934B1 (en) * 2021-05-20 2021-12-06 송상훈 Nature-friendly construction method for the greening of slope using vegetational wire mesh basket and structure
KR102334930B1 (en) * 2021-05-20 2021-12-07 송상훈 Nature-friendly construction method for the greening of slope using mattress gabion and structure
JP2022121077A (en) * 2021-02-08 2022-08-19 小岩金網株式会社 Scouring prevention structure

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020096206A (en) * 2001-06-19 2002-12-31 문인준 Method for inclined surfaces construction using gabion
KR100473235B1 (en) * 2001-12-14 2005-03-08 삼성에버랜드 주식회사 Fiber-stone- gabion for revetment and bioengineering revetment construction method using thereof
KR20020061558A (en) * 2002-06-11 2002-07-24 (주)실사구시 Planting method in the slit of stones filled in Gabion.
KR100814749B1 (en) 2006-12-12 2008-03-19 우암종합건설(주) Structure of lakefront restoration using the existing gabion and the working method of it
KR101162547B1 (en) 2010-08-12 2012-07-05 성지산업 주식회사 Reinforcement mattress gabion for afforestation environment and construction method
JP2022121077A (en) * 2021-02-08 2022-08-19 小岩金網株式会社 Scouring prevention structure
KR102334934B1 (en) * 2021-05-20 2021-12-06 송상훈 Nature-friendly construction method for the greening of slope using vegetational wire mesh basket and structure
KR102334930B1 (en) * 2021-05-20 2021-12-07 송상훈 Nature-friendly construction method for the greening of slope using mattress gabion and structure
CN113216089A (en) * 2021-05-26 2021-08-06 湖南中泰水电建设工程有限公司 Ecological river bank protection of palm stone
CN113216089B (en) * 2021-05-26 2022-07-01 湖南中泰水电建设工程有限公司 Ecological river bank protection of palm stone

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