JPS58189425A - Soil board - Google Patents

Soil board

Info

Publication number
JPS58189425A
JPS58189425A JP57069967A JP6996782A JPS58189425A JP S58189425 A JPS58189425 A JP S58189425A JP 57069967 A JP57069967 A JP 57069967A JP 6996782 A JP6996782 A JP 6996782A JP S58189425 A JPS58189425 A JP S58189425A
Authority
JP
Japan
Prior art keywords
soil
container
slope
water
flexible
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
JP57069967A
Other languages
Japanese (ja)
Other versions
JPS6337208B2 (en
Inventor
Kiyoshi Yamamoto
清 山本
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP57069967A priority Critical patent/JPS58189425A/en
Publication of JPS58189425A publication Critical patent/JPS58189425A/en
Publication of JPS6337208B2 publication Critical patent/JPS6337208B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/202Securing of slopes or inclines with flexible securing means

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Cultivation Of Plants (AREA)
  • Sowing (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE:To omit the formation work of a slope with soil brought from another place by using a square flat board form of a container having an one side length of 0.5-1.5m and a height of 10-30cm, made of a flexible, water-permeable strong material. CONSTITUTION:A container 2 consisting of a bottom 5 and four peripheral edges 6 is formed of a composite material consisting of a flexible netted material, e.g., synthetic fiber ropes, and a water-permeable nonwoven fabric sheet 4 of a small mesh. The length of one side of the container is set up to 0.5-1.5m, the height is also set up to 10-30cm, and knobs 7 are provided to the four corners of the container. Soil suitable for plantation is packed to form a soil board having a weight of 100kg-1ton, and the soil boards are lifted up by a crane, etc., having a steel frame 10 provided with a hooking metal 9 and laid on a slope. By this, the need for human power can be eliminated.

Description

【発明の詳細な説明】 本発明は主として法面に客土を形成するのに用いる客土
盤に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention mainly relates to a soil base used for forming soil on a slope.

人工的に造成された土や岩の斜向、すなわち。An artificially created slope of soil or rock, ie.

法面は、そのまま放置すると雨や凍土によって土の結合
が弱まり、法面れが起る。このような法面の浸蝕や風化
を防ぐために法面を被覆して保躾することが必賛である
If slopes are left as they are, rain and frozen soil will weaken the bond between the soil and cause slope erosion. In order to prevent such erosion and weathering of slopes, it is essential to cover and maintain the slopes.

従来からコンクリート法枠を組み合わせたり又、近年は
現場に於いてモルタルを動力機で吹付けたりしで法枠を
形成し、枠の内に客土をし植生を行って法面の保護する
方法はよく用いられている。高い法面に客土することは
なかなかの重労働で嫌がられる作業である。このため。
Conventionally, methods for protecting slopes include combining concrete slope frames, and in recent years, forming slopes by spraying mortar on site with a motor, adding soil inside the frames and planting vegetation. Often used. Landing on high slopes is quite hard work and is often disliked. For this reason.

土を1e料・堆紀・保水材などと一緒に土のうに入れ、
父、場合によっては土のうの表面に植生用部子を予め付
設して土のうを法枠の中に積んで客土を行なう方法など
が多用されるようになった。しかし、土のうも人力で法
面に運び上げられるので作業はし易くはなるが2重労働
であることにかわりはない、又2人力で法面を運び上け
るために土のう1個の重さはせいぜい10〜20に4で
あり、土のう積めの作業や口を閉じる作業なども要し、
大巾の合理化を実現するものではない。
Put the soil in a sandbag along with 1e material, compost, water retention material, etc.
In some cases, methods such as attaching vegetation sections to the surface of sandbags in advance and stacking the sandbags inside the frame have come to be used frequently. However, the sandbags are also carried up the slope manually, which makes the work easier, but it is still double labor.Also, since it takes two people to carry the sandbags up the slope, the weight of one sandbag is at most It was 4 out of 10 to 20, and required work such as loading sandbags and closing the mouth.
It is not intended to achieve sweeping rationalization.

本発明はこのような間馳を解決することを目的とするも
のであり2機械力を用いて能率よく客土あるいは客土と
植生を可能とするプレハブの客土盤あるいは客土兼植生
盤を提供せんとするものである。即ち2本願の第一の発
明は丈夫で、可撓性・透水性があり、土を保持すること
の出来る容器に土を充たした客土盤であす、第二の発明
は、そのような容器の周縁を剛性体で形成した客土盤で
1客土の流出を抑制するものであり、第三の発明は2表
層に柚81!!梶合層を形成した客土兼植生盤である。
The purpose of the present invention is to solve this problem, and 2) to create a prefabricated soil base or soil/vegetation base that can efficiently add soil or soil and vegetation using mechanical power. This is what we intend to provide. That is, the first invention of the two applications is a container filled with soil that is strong, flexible, water permeable, and capable of holding soil, and the second invention is such a container. The third invention is to suppress the outflow of soil by using a soil base made of a rigid material around the periphery of the soil. ! It is a layer of soil and vegetation that forms a kajiai layer.

以下図面によって本発明の実施例を詳しく説明する。Embodiments of the present invention will be described in detail below with reference to the drawings.

tjs1図は本発明の客土盤illの1例の斜視図であ
る0客土盤の形状は通常方形の平盤状体であり、−辺の
長さがα5〜L5m、J6さがlθ〜30tMであや、
土を充たした時の重量は、j111常100に〜itで
ある。
tjs1 Figure is a perspective view of an example of the customer soil platform ill of the present invention.The shape of the customer soil platform is usually a rectangular flat body, the -side length is α5~L5m, and the J6 is lθ~ Aya at 30tM,
The weight when filled with soil is 100~it.

第2図は客土盤に使用する容器(2)の1例である0合
成繊#Iローブ・ワイヤー一−ブムど丈夫で可撓性のあ
る材料からなるネット(3)と、土のどからなるHの細
かい且つ透水性のあるシート(イ)の複合材をもって底
面(51と4屑#園とからなる饗i II(21を形成
する。4隅と中央には釣り上げ用杷手(71を付設しで
おく。このような容器に土−を充たして客土盤とする。
Figure 2 shows an example of a container (2) used for soil removal, a net (3) made of a strong and flexible material such as synthetic fiber #I lobes and wires, and a net (3) made of a strong and flexible material. A composite material of a fine and water-permeable sheet (A) with a diameter of A container like this is filled with soil and used as a base.

充填する土は植生に過したものが希ましい、革の生畏に
は砂分50%、シルト分35%以上、粘土分15X以下
の土が良いとされているので、適宜このような土を調整
の上充填するのが希ましいが、立地上鮫適なH料の入手
が難がしい場合が多いので。
It is preferable that the soil used for filling is suitable for vegetation, and it is said that soil with a sand content of 50%, silt content of 35% or more, and clay content of 15% or less is good for leather production, so use such soil as appropriate. Although it is rare to adjust and fill the H charge, it is often difficult to obtain a suitable H charge depending on the location.

適宜土−改實材・肥料などを混合して置部する。Mix soil, modification materials, fertilizer, etc. as appropriate and place the mixture.

土横改簀材としてはベントナイト、消石灰などが一般的
であり、肥料としては速効性のある複合化IR組料の他
、三菱化成工業株式会社製のインブチリデンジウレアの
大粒に成形された緩効性肥料を混入するのが希ましい。
Bentonite, slaked lime, etc. are commonly used as soil tampering materials, and as fertilizers, in addition to fast-acting composite IR composition, large pellets of imbutylidene diurea manufactured by Mitsubishi Chemical Corporation are used. It is rare to mix effective fertilizer.

この他、ピートモス、パーク堆肥、バーミュキュライト
、連続気泡からなる発泡樹脂からなる保水材などの況人
が希ましい。
In addition, peat moss, park compost, vermiculite, and water retaining materials made of foamed resin with open cells are also rare.

客土盤の施工時ならびに施工後玉の脱酪・流出の惧れが
大きい場合には土に接着剤を漏入して土粒子を固結する
のがよい。このようなi的に沿って混入されるkm剤と
しては、セメント娯、アスファルト乳剤、ウレタン糸水
溶性樹脂酢ビ糸エマルジョン、アクリル糸エマルジーン
などがある。
When constructing the customer soil or after construction, if there is a high risk that the soil will defrost or run out, it is better to infiltrate the soil with adhesive to solidify the soil particles. Examples of the km agent mixed along the i-line include cement paste, asphalt emulsion, urethane thread water-soluble resin vinyl acetate thread emulsion, and acrylic thread emulsion.

接着剤以外にもポリアクリルアミド糸合成^分子など一
般に7二オン糸−分子凝集剤はイオンの力で土の粒子同
志をフロック化する効果が非常に強<II1様なi的に
有効であり、且つ保水性を有する点でも秀れている。
In addition to adhesives, polyacrylamide yarn synthesis molecules and other 7ion yarn-molecule flocculants have a very strong effect of flocculating soil particles together using ionic force, and are effective in terms of It also has excellent water retention properties.

上記のように絢整した土を充填した客土盤をレッカー、
クレーン、パワーシャベルなどの血機を用いて釣り上げ
て移動・敷設する。敷設は一般に予め形成された法枠の
中に設皺する方法で行なう。
Tow away the customer's soil filled with well-prepared soil as described above.
Use cranes, power shovels, and other equipment to lift, move, and lay the fish. Laying is generally carried out by laying in a pre-formed frame.

の把手+71に夫々対地するような釣金Atmをト1収
した釣り上げ用鉄枠−を知慮しておくのが希ましい。
It is a good idea to have an iron frame for fishing that holds a fishing rod (ATM) that can be placed on each handle (71) of the fishing rod.

次に本願第二の発明を説明する。第4図は客土盤に使用
する容器+21の他の1911である。底面(5)は曲
伽と同様に丈夫でmI撓性があり、土の目こばれがなく
、且つ透水性のある材料で形成し。
Next, the second invention of the present application will be explained. Figure 4 shows another 1911 of container +21 used for customer soil. The bottom surface (5) is made of a material that is strong, flexible, free of soil knots, and has water permeability, just like the curved wall.

周縁1−は剛性かある材料で形成する。この実施例では
剛性のある金網9りに目こぼれ防止の透水性シート14
1で構成しである。底面に充分の透水性があれば1周縁
は必ずしも透水性を持たせなくともよく1例えば周縁は
犀さの躊いフェル−セメント製品などで形成してもよい
The peripheral edge 1- is made of a rigid material. In this embodiment, a water-permeable sheet 14 to prevent spillage is placed on a rigid wire mesh 9.
It consists of 1. As long as the bottom surface has sufficient water permeability, one peripheral edge does not necessarily have to be water permeable.For example, the peripheral edge may be formed of a material such as a hard-to-tight fer-cement product.

この容器の4隅には上下2個所に釣り上げ兼アンカービ
ン用の環■を形成しておくと都合よい。容器の内側に補
強材や仕切快板などを付設してもよい。
It is convenient to form rings (2) at the top and bottom of the container for fishing and anchor bins at the four corners. Reinforcing materials, partition plates, etc. may be attached to the inside of the container.

本実施例に於いて、剛性のある周縁は4つのS−全部で
なくともよ<、iii*接する2絢縁だけでもよい。
In this embodiment, the rigid periphery does not have to be all four S-<, iii* only the two adjacent edges.

本例に於いても、前例と同様に容器に±(6)を充たし
て客土盤とし、レッカー、クレーン、パワーシャベルな
どのmmを用いて釣り上けて移動・敷設する。本例の場
合には予め形成さ才【た法枠の中に設置するのではなく
、剛性のある周縁を用いて客土の流出を抑える枠を客土
と同時に形成しようとするものである。この為に剛性の
ある周縁を法面の谷側に[7て客土*f所定の場所に設
置した後、アンカービンを4#Iのmに)に打って客土
盤を固定する。このように順次。
In this example, similarly to the previous example, a container is filled with ±(6) to form a soil base, which is then lifted using a tow truck, crane, power shovel, etc., and moved and laid. In the case of this example, instead of installing it in a pre-formed legal framework, the idea is to form a frame that uses a rigid periphery to prevent the soil from flowing out at the same time as the soil. For this purpose, secure the base soil by driving the rigid periphery to the valley side of the slope [after installing the base soil *f in the specified location, place an anchor bin at 4#I]. Sequentially like this.

縦横に客土盤を積み重ねて全法面を客土盤で漬って施工
を完了する。2つの周縁をN性体で形成した場合には、
剛性の周縁にはu)撓性周縁を接合すると首うように積
み上げて行けはよい。
Construction is completed by piling up the customer soil horizontally and vertically and covering the entire slope with customer soil. When the two peripheral edges are formed of N-type material,
The rigid periphery can be stacked up by joining the flexible periphery.

次に本願の第三の発明を説明すると、法面に客土盤(1
:を設置して形成した客土には柚子吹付工などによって
襦楠してもよいが$ 17もって客土盤の表層部に樵肥
土層を形成しでおくとあとから播種の必要がないので便
利である。m肥土層は、種子、肥料を必須材料としこれ
に111IAIの混合材料を加えたものである。混合材
料とじては、ファイバー類、土、ベントナイト、ピート
モス、バーミキュライトおよび前記の接着剤が適宜用い
られる。史に、樋肥土層の上に南などに約する侵蝕防止
剤を被覆しておくのがよい。
Next, to explain the third invention of the present application, the slope
: You may use yuzu spraying method to apply mulch to the soil that has been formed by installing :, but if you use $17 to form a layer of bamboo manure on the surface of the soil, there is no need to sow seeds later. Therefore, it is convenient. The m manure layer has seeds and fertilizer as essential materials and a mixed material of 111IAI is added to these. As the mixed material, fibers, earth, bentonite, peat moss, vermiculite, and the above-mentioned adhesives are used as appropriate. In general, it is a good idea to coat the top of the gutter fertilizer layer with an anti-erosion agent.

侵蝕防止剤は種肥土鳩の表向にwt@を形成するとか種
肥土層表面を固結させるのに役立つ。侵蝕防止剤として
は一11記の接着剤が使用され、これを水で薄めて種肥
混合層に散布する。樵肥混合層を由などの侵蝕から守る
のは、他の手段によっても達成が可能である。即ち、比
較約1の細かい抑えネットで楠肥混合層を覆っておくの
かよい。この抑えネットは例えばポリエチレンの300
デニールのモノフィラメントがらなり網目が10g角で
あり、全面に綿状物をからませたものである。
The anti-erosion agent is useful for forming wt@ on the surface of the seed manure layer and for solidifying the surface of the seed manure layer. As the corrosion inhibitor, the adhesive listed in No. 111 is used, which is diluted with water and sprayed on the seed fertilizer mixed layer. Protection of the woodchuck mixed layer from erosion can also be achieved by other means. That is, it is better to cover the camphor fertilizer mixed layer with a finer net of about 1. This restraining net is made of polyethylene, for example.
It is made of denier monofilament and has a mesh size of 10 g square, and the entire surface is entangled with cotton-like material.

槌肥土層の柚子は、法面の立地条件や施工の時期に応じ
て適宜その種娯を選択すればよい。
The type of yuzu grown in the tsuchihichi layer can be selected as appropriate depending on the location of the slope and the time of construction.

たとえば、二ホンシバ、バーミューダグラス。For example, Japanese grass, Bermuda grass.

ケンタッキープルーグラス、ウィービングラブグラス、
ホワイトクロバー、ケンタラキー31フエスタなどが代
表的な法面草のa−である。
Kentucky blue grass, weaving love grass,
White clover and Kentara Key 31 Fiesta are typical slope grasses.

父、肥料は、窒素、リン酸、汀里を含む粒状または固型
状の複合肥料を用いるのが便利である。
As for fertilizer, it is convenient to use granular or solid compound fertilizer containing nitrogen, phosphoric acid, and jeongli.

肥料の量は、  ls/当り50f前後が好ましい。The amount of fertilizer is preferably around 50 f/ls/.

1s5図は、上記の客土盤は1の表層部に穏肥混るので
2機械力を用いることにより法面の客土形成を大巾に省
力化・合理化を実現する。客土盤は平坦な場所で時間の
余裕をもって均一に且つ充分の品質管理下で、準倫する
ことが出来る。
Figure 1s5 shows that the above-mentioned soil is mixed with moderate fertilizer in the surface layer (1), so by using mechanical force (2), it is possible to greatly save labor and streamline the soil formation on the slope. The customer's soil can be leveled uniformly and with sufficient quality control on a flat surface with plenty of time to spare.

父9作業単位が大きいので盤の生産も幽能率で省力的で
ある。又、I!#さの大きい盤も生産費・施工費はあま
り^くならないので、従来の方法ではコスト的に不i1
能であった15〜30c11M犀の理想的な客土を比較
的安価に且つ確実に形成出来る。
Since the work unit is large, the production of boards is efficient and labor-saving. Also, I! #The production and construction costs for large panels are not very high, so traditional methods are cost-effective.
Ideal soil for 15 to 30 c11M rhinoceroses can be formed relatively inexpensively and reliably.

更に底面は可撓性のある材料で形成されているので、法
面の多少の凹凸などにも順応出来る。
Furthermore, since the bottom surface is made of a flexible material, it can adapt to slight irregularities on the slope.

又、容器は透水性材料で形成されているから法面の湧水
、降出などは下方に排出されるので。
Also, since the container is made of water-permeable material, spring water or precipitation on the slope will be drained downward.

容器内に水かたまって植生物に悪影響を与えることはな
い〇 経済的に見ても、小さな土のうは単価は安くても数多く
便用するので合計した資材費は嵩むし、生産能率、施工
能率を考慮すると、可成りの合理化が実現可能である。
Water will not accumulate in the container and will not have a negative impact on plants. From an economic perspective, even if small sandbags are cheap, they will be used in large numbers, so the total material cost will increase, and it will reduce production and construction efficiency. Considering this, considerable rationalization is possible.

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

#S1図は客土盤の斜視図、第2図ならびに第4図は客
土盤形成に使用する容器の斜視図、第3凶は釣り上げ用
鉄枠の斜視−,第5図は客土兼植生盤の@断伽図である
。 l・・・客土盤、2・・・容器、3・・・ネット、4・
・・シート、5・・・底面、6・・・周縁、7・・・把
手、8・・・上り・・釣金具、10・・・釣り上げ用鉄
枠、  11・・・金網12・・環、13・・・楠肥混
合層、  14・・・浸蝕防止剤被積層、  15・・
・客土兼植生盤。
#S1 is a perspective view of the soil base, Figures 2 and 4 are perspective views of the container used to form the soil base, #3 is a perspective view of the iron frame for fishing, and Figure 5 is a perspective view of the steel frame used for fishing. This is a cutaway diagram of the vegetation plate. l... Customer soil board, 2... Container, 3... Net, 4.
... Sheet, 5 ... Bottom surface, 6 ... Periphery, 7 ... Handle, 8 ... Upward ... Fishing hardware, 10 ... Iron frame for fishing, 11 ... Wire mesh 12 ... Ring , 13... Camphor fertilizer mixed layer, 14... Erosion inhibitor layer, 15...
・Additional soil and vegetation board.

Claims (1)

【特許請求の範囲】 0) 丈夫で、可撓性・透水性があり、土を保持てなる
客土盤。 ゛(2)底面は可撓性の大きい素材を用い2周一は剛性
のある素材を用いることを特徴とする特許請求の範囲第
α)項記載の客土盤。 ■ 特許請求の範囲1(1)項ないし嬉■樟において客
土盤の表層部に撫肥混合層を形成してなる客土兼植生盤
[Claims] 0) A soil base that is strong, flexible, permeable, and retains soil. (2) The sub-soil platform according to claim (α), characterized in that the bottom surface is made of a highly flexible material and the two circumferences are made of a rigid material. ■Claim 1(1) - A soil-cum-vegetation board formed by forming a mixed layer of manure on the surface layer of a camphor tree.
JP57069967A 1982-04-26 1982-04-26 Soil board Granted JPS58189425A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57069967A JPS58189425A (en) 1982-04-26 1982-04-26 Soil board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57069967A JPS58189425A (en) 1982-04-26 1982-04-26 Soil board

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP13655887A Division JPS63219726A (en) 1987-05-30 1987-05-30 Soil base

Publications (2)

Publication Number Publication Date
JPS58189425A true JPS58189425A (en) 1983-11-05
JPS6337208B2 JPS6337208B2 (en) 1988-07-25

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP57069967A Granted JPS58189425A (en) 1982-04-26 1982-04-26 Soil board

Country Status (1)

Country Link
JP (1) JPS58189425A (en)

Cited By (5)

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EP1881114A2 (en) * 2006-07-17 2008-01-23 France Maccaferri Method of manufacturing a filled individual construction element intended for a civil engineering structure
WO2009015830A1 (en) * 2007-08-02 2009-02-05 Geobrugg Ag Construction element for structures for the protection and stabilization of regions at risk of erosion, sliding, and falling rocks, and a method and system for the production thereof
WO2009112840A1 (en) * 2008-03-11 2009-09-17 Terram Limited Cellular structures
WO2013140045A1 (en) * 2012-03-22 2013-09-26 Sunnittelupuu Oy A method for making a gabion, a mold for this purpose and a gabion
US10267010B2 (en) 2011-07-21 2019-04-23 Fiberweb Holdings, Ltd. Confinement structures

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0343183A (en) * 1989-07-12 1991-02-25 Toshiba Corp Holding mechanism

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4831707A (en) * 1971-08-26 1973-04-26

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4831707A (en) * 1971-08-26 1973-04-26

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1881114A2 (en) * 2006-07-17 2008-01-23 France Maccaferri Method of manufacturing a filled individual construction element intended for a civil engineering structure
EP1881114A3 (en) * 2006-07-17 2010-01-13 France Maccaferri Method of manufacturing a filled individual construction element intended for a civil engineering structure
WO2009015830A1 (en) * 2007-08-02 2009-02-05 Geobrugg Ag Construction element for structures for the protection and stabilization of regions at risk of erosion, sliding, and falling rocks, and a method and system for the production thereof
WO2009112840A1 (en) * 2008-03-11 2009-09-17 Terram Limited Cellular structures
US10094085B2 (en) 2008-03-11 2018-10-09 Terram Limited Cellular structures
US11549229B2 (en) 2008-03-11 2023-01-10 Terram Limited Cellular structures
US10267010B2 (en) 2011-07-21 2019-04-23 Fiberweb Holdings, Ltd. Confinement structures
US10781569B2 (en) 2011-07-21 2020-09-22 Fiberweb Holdings Limited Confinement structures—DefenCell plastic gabion system
WO2013140045A1 (en) * 2012-03-22 2013-09-26 Sunnittelupuu Oy A method for making a gabion, a mold for this purpose and a gabion
EP2836649A4 (en) * 2012-03-22 2015-12-02 Suunnittelupuu Oy A method for making a gabion, a mold for this purpose and a gabion

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