JPS5820339B2 - Slope stabilization vegetation method - Google Patents

Slope stabilization vegetation method

Info

Publication number
JPS5820339B2
JPS5820339B2 JP52033484A JP3348477A JPS5820339B2 JP S5820339 B2 JPS5820339 B2 JP S5820339B2 JP 52033484 A JP52033484 A JP 52033484A JP 3348477 A JP3348477 A JP 3348477A JP S5820339 B2 JPS5820339 B2 JP S5820339B2
Authority
JP
Japan
Prior art keywords
frame
vegetation
slope
lattice
cement
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
Application number
JP52033484A
Other languages
Japanese (ja)
Other versions
JPS53118805A (en
Inventor
高杉輝夫
柴田正
松本奉文
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nisshoku Corp
Original Assignee
Nisshoku Corp
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 Nisshoku Corp filed Critical Nisshoku Corp
Priority to JP52033484A priority Critical patent/JPS5820339B2/en
Publication of JPS53118805A publication Critical patent/JPS53118805A/en
Publication of JPS5820339B2 publication Critical patent/JPS5820339B2/en
Expired legal-status Critical Current

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

Description

【発明の詳細な説明】 本発明は岩盤等の植生困難な法面あるいは表面土砂の流
失の多い軟岩質法面に、法面の安定と共に植生のできる
工法を提供するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a construction method that stabilizes the slope and allows vegetation to grow on slopes where it is difficult to grow vegetation, such as bedrock, or on soft rock slopes where surface soil is often washed away.

従来、軟岩切り取り法面のうち特に堆積軟岩は乾燥した
状態では硬質であるが、降雨等により水分を含むと風化
し易く植生は困難をきわめてい九法面の植生には、法面
の安定及び植物の生育基盤層があることが必須の要件で
ある。
Conventionally, among soft rock cut slopes, especially sedimentary soft rocks are hard in dry conditions, but if they contain moisture due to rain etc., they easily weather and it is extremely difficult to grow vegetation on the slopes. An essential requirement is the presence of a substrate for plant growth.

上記の堆積軟岩等の植生には各種の工法が試みられてい
るが、成功している例はまれであり、わずかに植生の必
須要件である、法面に両側型枠を設置して連結組立て、
該型枠内に低スランプのモルタルあるいは、コンクリー
トの吹付けを行って地山を補強し、形成された構造物を
基地として植物生育基盤層を設けて植生を行う工法とか
、セメント、砂、繊維質材及び粘着剤を混合し、これを
前記の岩盤等に吹付ける工法が実施されている。
Various construction methods have been tried for vegetation such as the above-mentioned sedimentary soft rock, but success is rare. ,
A construction method in which low slump mortar or concrete is sprayed into the formwork to reinforce the ground, and the formed structure is used as a base to provide a base layer for vegetation and vegetation, or cement, sand, fiber. A construction method has been implemented in which a material and an adhesive are mixed and the mixture is sprayed onto the rock described above.

しかしながらこれ等の工法には次の如くの欠点があった
However, these construction methods had the following drawbacks.

(イ)両側に型枠を形成している為、型枠内に吹付けら
れた低スランプのモルタル等のリバウンド(はねかえり
物)は型枠外に逃げることができず、モルタル等はリバ
ウンドの入った空隙の多いアワオコシのような状態(サ
ンドポケット)となり、わずかな年月でボロボロに風化
しモルタル等の強度はでない。
(b) Since formwork is formed on both sides, rebound (splashed objects) such as low slump mortar sprayed into the formwork cannot escape outside the formwork, and mortar etc. It becomes a sand pocket-like condition with many voids, and in just a few years it becomes crumbly and weathered and loses the strength of mortar.

これは型枠がマス目の大きい金網板であっても型枠外に
逃げようとするリバウンドは最初のうちわずかは逃げだ
しても大部分のリバウンドは金網板にぶつかつてはねか
えるかあるいは金網板に接着してマス目を防いでし才い
結局アワオコシのようなモルタル等になってしまう。
This means that even if the formwork is a wire mesh plate with large squares, the rebound that tries to escape outside the formwork will escape slightly at first, but most of the rebound will hit the wire mesh plate and bounce back. I tried to glue it to prevent the squares, but in the end I ended up with mortar that looked like foxtail.

またこのようにアワオコシ状になると、型枠及び型枠内
に鉄筋が配設されている場合、型枠あるいは鉄筋が空気
との接触があり鉄筋等は錆びて強度が著るしく低下し、
格子状枠金体の強度が低下し崩壊につながる危険が犬で
ある。
In addition, when this kind of rust occurs, if the formwork or reinforcing bars are installed within the formwork, the formwork or the reinforcing bars will come into contact with air, and the reinforcing bars will rust, significantly reducing their strength.
Dogs are at risk of reducing the strength of the lattice frame metal body, leading to collapse.

(ロ)両側型枠は法面の凹凸になじむ形体でなければ実
用性に乏しい為、特殊な型枠を造る必要があり、そのう
え型枠は法面に立てるように設置しなければならない、
その為に高度な技術を要し施工手間がかかるので経済性
に乏しい。
(b) Since the formwork on both sides is not practical unless it has a shape that adapts to the unevenness of the slope, it is necessary to construct a special formwork, and in addition, the formwork must be installed so that it stands on the slope.
This requires advanced technology and construction time, making it uneconomical.

特にこの工法適用しようとする法面は岩盤質の所が多く
、岩盤質性面では法面を面一に整形することが困難で極
端な凹凸(部分的には逆勾配の所ができる。
In particular, many of the slopes to which this method is applied are made of rock, which makes it difficult to shape the slope to a flat surface, resulting in extreme unevenness (some parts have reverse slopes).

)があり、両側型枠のかなりの部分が法面上に浮上って
しまい型枠の意味が半減する。
), and a significant portion of the formwork on both sides rises above the slope, reducing the meaning of the formwork by half.

このような法面の凹凸を解消することは不可能で、実際
上この工法の実施は不可能である。
It is impossible to eliminate such unevenness of the slope, and in practice this construction method is impossible.

(ハ)モルタルあるいはコンクリートにより形成された
構造物は、この構造物よりセメントのアルカリ分(通称
アク)が滲出し、構造物により形成した格子枠内に植生
した場合、このアルカリ分により植生の生育阻害するこ
とがあり、また景観上もモルタルあるいはコンクリート
等による構造物は周辺の景観との調和が保たれず問題で
あった。
(c) Structures made of mortar or concrete may cause alkaline content of cement (commonly known as aku) to ooze out from the structure, and if vegetation grows within the lattice frame formed by the structure, this alkaline content will cause vegetation to grow. In addition, structures made of mortar or concrete were problematic because they did not maintain harmony with the surrounding landscape.

に)寸だセメント、砂、繊維質材及び粘結剤を混合し、
岩盤等の法面に吹付はセメント混入による固結化により
比較的厚層の植生基盤を形成する方法も実施されている
が、この工法ではセメントを入れることが必須要件で(
セメントがなければ厚層の植生基盤の形成ができず。
) Mix cement, sand, fibrous material and binder;
A method of spraying on slopes such as bedrock is also used to form a relatively thick vegetation base by consolidating by mixing cement, but this method requires the addition of cement (
Without cement, a thick vegetation base cannot be formed.

)その為セメントのアルカリ分が植生基盤を汚染し、前
記(ハ)と同様に植生の生育を阻害することが多く、早
期に完全な植生を図ることができない。
) Therefore, the alkaline content of cement contaminates the vegetation base, often inhibiting the growth of vegetation as in (c) above, and complete vegetation cannot be achieved at an early stage.

更に、方面は最終的には元の山に復元することが最も望
ましいかたちであり、これを重視した工法を実施すると
構造物が使えないことから施工初期の法面保護が不十分
であり、又構造物を打設すると元の山に復元できないと
いう相反する問題点があった。
Furthermore, the most desirable form is to ultimately restore the slope to its original form, and if a construction method that emphasizes this is implemented, the structure cannot be used, resulting in insufficient protection of the slope at the initial stage of construction. There was the contradictory problem that once a structure was erected, it could not be restored to its original state.

本発明者は上記((X口)(ハ)に)の従来の格子状枠
の欠点について検討し、特に(ハ)に)の法面の景観の
向上に重点をおいて発明されたもので、その目的とする
ところは法面の安定と植物生育基盤層が形成できる工法
を提供するにある。
The present inventor studied the drawbacks of the conventional lattice frame described above (( The purpose is to provide a construction method that can stabilize the slope and form a base layer for plant growth.

即ち本発明は、法面に金網等の網状体を張設した上から
、低フロー値のフィルセメントを吹付けてフィルセメン
トによる適宜大の格子状膨出枠体を形成したり、金網等
の網状体を張設するかまたはせずして1本ないし数本の
鉄筋を用いて格子状枠を形成し、この格子状枠部分に低
フロー値のフィルセメントを吹付けて、フィルセメント
による適宜大の格子状膨出枠体を形成する等した後、格
子状枠内に植生することを特徴とする法面安定植生工法
である。
That is, the present invention involves spraying fill cement with a low flow value onto a reticular body such as a wire mesh stretched over a slope to form an appropriately sized lattice-shaped bulging frame body made of fill cement. A lattice-like frame is formed using one or several reinforcing bars with or without a mesh, and fill cement with a low flow value is sprayed onto the lattice-like frame portion, and appropriate fill cement is applied. This is a slope stabilizing vegetation construction method characterized by forming a large lattice-shaped bulging frame and then growing vegetation within the lattice-shaped frame.

本発明を更に詳細に実施例を掲げながら説明する。The present invention will be described in more detail with reference to examples.

実施例−1 本発明を実施しようとする法面1に4〜6cm目合の金
網5を全面に張設し、1〜3mに1ケ所程度ラスピン(
鉄釘径9龍、長さ30cIrL)で固定し金網の法肩に
設けられた溝にまき込んだり、アンカー(鉄釘径16m
m、長さ40crIL)を打ち込んで固定する。
Example 1 A wire mesh 5 with a mesh size of 4 to 6 cm is stretched over the entire surface of the slope 1 on which the present invention is to be carried out, and lath pins (raspins) are applied at about one place every 1 to 3 m.
Fix it with an iron nail (diameter 9mm, length 30cIrL) and insert it into the groove provided on the shoulder of the wire mesh, or use an anchor (iron nail diameter 16m).
m, length 40crIL) and fix it.

次に格子状にフィルセメントを吹付けようとする部分に
目印をつけ、通常の法被覆工と同様の方法で上記目印部
分に低フロー値(120〜190mm)のフィルセメン
トを吹付け、上端幅10〜15crrL、下端(法面接
着部分)幅20〜30cfrL厚さ15〜20crrL
のソイルセメント膨出体を1辺が1〜2mであるような
区画の格子状膨出枠体6に形成した枠内に後述する植生
工を施す。
Next, mark the areas where fill cement is to be sprayed in a grid pattern, and spray fill cement with a low flow value (120 to 190 mm) on the marked areas using the same method as for ordinary method coating. 10~15crrL, lower end (slope adhesive part) width 20~30cfrL, thickness 15~20crrL
Vegetation work, which will be described later, is carried out within a frame formed by forming soil cement bulges into a lattice-like bulge frame 6 of sections each measuring 1 to 2 m on a side.

実施例−2 本発明を実施しようとする法面1に径6mm〜101n
1nの鉄筋2を1辺が1〜2m程度の格子状に組合せ、
鉄筋2の交点には径16mm、長さ40crIL〜50
crrLのアンカー3を地表に10cIrL程度残して
打ち込み、前記鉄筋を結束線を用いて支承する。
Example-2 The slope 1 on which the present invention is to be implemented has a diameter of 6 mm to 101 nm.
1n reinforcing bars 2 are combined in a grid shape with one side of about 1 to 2 m,
The intersection of reinforcing bars 2 has a diameter of 16 mm and a length of 40 cr to 50
The crrL anchor 3 is driven into the ground leaving about 10 cIrL, and the reinforcing bars are supported using binding wires.

又、交点と交点の間の鉄筋は径9朋、長さ30cIrL
程度のラスピン4を交点間に1〜3本打ち込み、交点部
分と同様に結末線を用いて支承する。
Also, the reinforcing bars between the intersection points have a diameter of 9 mm and a length of 30 cIrL.
Drive 1 to 3 lath pins 4 of the same size between the intersection points, and support them using the ending lines in the same way as the intersection points.

鉄筋2が複数の場合は、鉄筋2の交点附近に例えば4本
のアンカーを打ち込み鉄筋2を井桁状に支承結束し、こ
れを一段ないし数段重ねる等して格子状枠を形成する。
When there are a plurality of reinforcing bars 2, for example, four anchors are driven near the intersections of the reinforcing bars 2, and the reinforcing bars 2 are supported and tied together in a parallel grid shape, and stacked in one or several stages to form a lattice-like frame.

次に実施例−1と同様の低フロー値のフィルセメントを
前記格子状枠部分に吹付け、実施例−1と同様の規格の
格子状膨出枠体6を形成する。
Next, a fill cement having a low flow value similar to that in Example-1 is sprayed onto the lattice-shaped frame portion to form a lattice-shaped bulging frame body 6 having the same specifications as in Example-1.

このようにして形成した枠内に後述する植生工を施す。Vegetation work, which will be described later, is applied within the frame thus formed.

実施例−3 本発明を実施しようとする法面に、実施例−1の網状体
5を張設した後、実施例−2の鉄筋による格子状枠を形
成し、この格子状枠部分に低フロ−値のフィルセメント
吹付け、実施例−1と同様の規格の格子状膨出枠体6を
形成する。
Example 3 After stretching the mesh body 5 of Example 1 on the slope where the present invention is to be carried out, a lattice frame made of reinforcing bars of Example 2 is formed, and a low Fill cement having a flow value is sprayed to form a lattice-shaped bulging frame 6 having the same specifications as in Example-1.

その後枠内に植生工を施す。After that, vegetation will be applied within the frame.

上記実施例1.2.3において吹付けする低フロー値ソ
イルセメントには施工性、形成する格子状膨出枠体の強
度を増大する為に、フライアッシエトカリグニンスルフ
オン酸カルシウム水溶液するいは耐アルカリ性ガラス繊
維等の繊維質材を添加することがある。
In order to improve the workability and the strength of the lattice-like bulging frame to be sprayed in the low flow soil cement sprayed in Example 1.2.3 above, a fly assembling calcium carignin sulfonate aqueous solution or Fibrous materials such as alkali-resistant glass fibers may be added.

上記実施例1,2.3によって形成した格子状膨出枠体
で形成した枠内に植生するには、現地に適する植生種子
と化成肥料、パーク堆肥、ピートモス等の有機質繊維、
土壌改良材、土壌等の植生基材を適宜組合せて混合し、
動力吹付機で膨出体の厚さよりやや薄層に吹付けて植物
生育基盤層7を形成する。
In order to grow vegetation within the frame formed by the lattice-shaped expanded frame formed in Examples 1 and 2.3 above, vegetation seeds suitable for the site, chemical fertilizers, park compost, organic fibers such as peat moss, etc.
Soil improvement materials, soil and other vegetation base materials are appropriately combined and mixed.
The plant growth base layer 7 is formed by spraying a layer slightly thinner than the thickness of the swelling body using a power sprayer.

この上から場合によってはアスファルト乳剤等の被膜形
成剤を散布するか、ポリエチレンネット等の網状体を張
設する。
Depending on the situation, a film forming agent such as asphalt emulsion may be sprinkled over this, or a net-like material such as polyethylene net may be stretched over it.

植生基材の吹付けによる植物生育基盤層7の形成は、吹
付は厚さが10CIrL前後に及び種子で下層に位置す
るものは発芽が困難になる為、土壌、有機質繊維及び堆
肥化成肥料等植生基材を吹付けた後、その上に種子を単
独もしくは前記の被膜形成剤と混合して吹付ける場合も
ある。
Formation of the plant growth base layer 7 by spraying the vegetation base material is done to a thickness of around 10 CIrL, and seeds located in the lower layer will have difficulty germinating, so it is difficult to germinate soil, organic fibers, composted fertilizers, etc. After spraying the base material, seeds may be sprayed thereon alone or in combination with the above-mentioned film forming agent.

植生工には上記の吹付けによる植物生育基盤層6の形成
方法の他に種子入りの土ノウ8を張設したり、土ノウ8
を張設した後に種子及び植生基材の混合物を吹付ける場
合もある。
In addition to the method of forming the plant growth base layer 6 by spraying as described above, for the vegetation construction, soil paste 8 containing seeds may be applied or soil paste 8 may be applied.
In some cases, a mixture of seeds and vegetation substrate may be sprayed after the seedlings have been set.

本発明は以上のように金網等の網状体とか鉄筋等を支持
材として、低フロー値のフィルセメントを吹付け、格子
状膨出枠体を形成し枠内に植生する法面安定植生工法に
関するものであるから、従来の両側型枠を設置し、型枠
内に低スランプのモルタル又はコンクリートを吹付け、
枠内に植生する工法に比較し、格子状膨出枠体の形成に
際しての型枠の組立、設置に特別な材料、技術を必要と
せず、よく法面に即応した格子状膨出枠体を形成でき、
低フロー値のフィルセメントの吹付けに際しても、吹付
けたフィルセメントの飛散がスムーズで吹付けられたフ
ィルセメントか、アワオコシ状となることがなく、形成
された枠体の強度がすぐれている。
As described above, the present invention relates to a slope stabilizing vegetation construction method in which fill cement with a low flow value is sprayed using a net-like body such as a wire mesh, reinforcing bars, etc. as a supporting material to form a lattice-like bulging frame body and vegetation is grown within the frame. Therefore, conventional formwork on both sides is installed, and low slump mortar or concrete is sprayed inside the formwork.
Compared to the method of growing vegetation within the frame, this method does not require special materials or techniques for assembling and installing the formwork when forming the lattice-shaped bulging frame, and the lattice-shaped bulging frame can be easily adapted to slopes. can be formed,
Even when spraying fill cement with a low flow value, the sprayed fill cement scatters smoothly and does not become scaly, and the strength of the formed frame is excellent.

また、モルタルあるいはコンクリートによる形成された
枠体からはセメントのアルカリ分(通称アク)が滲出し
、植生の生育を阻害することがあったが、本発明による
と吹付は材料に占めるセメントの量が小なく、又混入土
の緩衝作用によりほとんど植生の阻害はない。
Additionally, the alkaline content of cement (commonly known as scum) oozes out from frames made of mortar or concrete, which can inhibit the growth of vegetation, but according to the present invention, spraying reduces the amount of cement in the material. There is almost no inhibition of vegetation due to the buffering effect of mixed soil.

このことはセメント、・砂、繊維質材等を吹付ける厚層
の植生基盤形成工法と比較しても同様で、枠内に吹付け
もしくは植生袋内の基材として導入される植生基材は植
生の生育に適する材料が選択使用できるので、早期に完
全な植生を行なうことができる。
This is the same when comparing the method of forming a thick layer of vegetation base by spraying cement, sand, fibrous materials, etc.; Since materials suitable for the growth of vegetation can be selected and used, complete vegetation can be established at an early stage.

又、景観上からも吹付けたソイルセメントが現地の土壌
等とほとんど同色であり、枠体のような構造物を形成し
ても現地の景観と非常に良く調和し植生の繁茂とあいま
って自然な景観美をつくるものである。
In addition, the soil cement sprayed onto the landscape has almost the same color as the local soil, so even when forming a frame-like structure, it harmonizes very well with the local landscape and, together with the lush vegetation, looks natural. It creates beautiful scenery.

・ 更に膨出体はフィルセメントによって作られている
だめ、施工後5年程は膨出体が法面で構造物(法枠)と
して役目を果し、5年程を経過するころから膨出体は徐
々に風化してゆき、膨出体そのものに植生が生育し始め
、やがては元の山に復元できるという理想的な法面保護
がはかれる。
・Furthermore, since the bulging body is made of fill cement, the bulging body will serve as a structure (slope frame) on the slope for about 5 years after construction, and after about 5 years, the bulging body will begin to bulge. As the body gradually weathers, vegetation begins to grow on the bulge itself, and eventually the mountain can be restored to its original form, providing ideal slope protection.

以上本発明は簡単な方法で安価にかつ短期間で法面の安
定と植生の基礎が現出できるすぐれた効果を有するもの
である。
As described above, the present invention has the excellent effect of stabilizing the slope and creating a foundation for vegetation in a simple manner at low cost and in a short period of time.

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

第1図は本発明の実施例−2を実施する法面に配筋し7
た所を示す斜視図、第2図は本発明−3を実施する法面
の金網張設及び配筋した所を示す斜視図、第3図は実施
例−3を実施した法面の断面図、第4図は実施例−1も
しくは実施例−3の実施を示す一部断面斜視図である。 図中1は法面、2は鉄筋、3は鉄筋の交点を支承するア
ンカー、4は鉄筋の交点間を支承するラスピン、5は金
網等の網状体、6は膨出体、7は吹付けにより形成した
植生層、8は土ノウである。
Figure 1 shows reinforcement 7 on a slope where Embodiment 2 of the present invention is implemented.
Fig. 2 is a perspective view showing the place where wire mesh was laid and reinforcement was placed on the slope in which the present invention-3 was implemented, and Fig. 3 is a cross-sectional view of the slope in which the invention-3 was implemented. , FIG. 4 is a partially sectional perspective view showing implementation of Example-1 or Example-3. In the figure, 1 is a slope, 2 is a reinforcing bar, 3 is an anchor that supports the intersection of the reinforcing bars, 4 is a lath pin that supports the intersection of the reinforcing bars, 5 is a net-like body such as a wire mesh, 6 is a bulging body, and 7 is a sprayed The vegetation layer formed by 8 is soil.

Claims (1)

【特許請求の範囲】 1 法面に1本ないし数本の鉄筋を用いて格子状枠を形
成し、この格子状枠部分に低フロー値のソイルセメント
を吹付けて、フィルセメントによる適宜大の格子状膨出
枠体を形成し、枠内に植生することを特徴とする法面安
定植生工法。 2 法面に金網等の網状体を張設した上から、低フロー
値のフィルセメントを吹付けてフィルセメントによる適
宜大の格子状膨出枠体を形成し、枠内に植生することを
特徴とする法面安定植生工法。 3 法面に金網等の網状体を張設した後、この網状体上
に1本ないし数本の鉄筋を用いて格子状枠を形成し、こ
の格子状枠部分に低フロー値のフィルセメントを吹付け
てソイルセメントによる適宜大の格子状膨出枠体を形成
し、枠内に植生することを特徴とすす法面安定植生工法
[Claims] 1. A lattice-like frame is formed using one or several reinforcing bars on the slope, and soil cement with a low flow value is sprayed onto this lattice-like frame portion, and an appropriately large amount of fill cement is applied. A slope stabilizing vegetation construction method characterized by forming a lattice-like bulging frame and growing vegetation within the frame. 2. A net-like material such as a wire mesh is stretched on the slope, and then fill cement with a low flow value is sprayed to form a lattice-like bulging frame of an appropriate size with fill cement, and vegetation is grown within the frame. A slope stabilization vegetation construction method. 3 After setting up a mesh such as wire mesh on the slope, form a lattice-like frame using one or several reinforcing bars on this mesh, and fill the lattice-like frame with fill cement with a low flow value. A soot slope stabilizing vegetation construction method characterized by spraying soil cement to form a lattice-like bulging frame of an appropriate size and growing vegetation within the frame.
JP52033484A 1977-03-25 1977-03-25 Slope stabilization vegetation method Expired JPS5820339B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP52033484A JPS5820339B2 (en) 1977-03-25 1977-03-25 Slope stabilization vegetation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP52033484A JPS5820339B2 (en) 1977-03-25 1977-03-25 Slope stabilization vegetation method

Publications (2)

Publication Number Publication Date
JPS53118805A JPS53118805A (en) 1978-10-17
JPS5820339B2 true JPS5820339B2 (en) 1983-04-22

Family

ID=12387820

Family Applications (1)

Application Number Title Priority Date Filing Date
JP52033484A Expired JPS5820339B2 (en) 1977-03-25 1977-03-25 Slope stabilization vegetation method

Country Status (1)

Country Link
JP (1) JPS5820339B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02190519A (en) * 1989-01-13 1990-07-26 Shimizu Corp Cribwork for protection of ground's surface
JPH06240680A (en) * 1993-02-12 1994-08-30 Toshihito Okamoto Execution method of slope frame

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS527105A (en) * 1975-07-05 1977-01-20 Okabe Kk Metjod of protecting subsurface for face of slope and land

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS527105A (en) * 1975-07-05 1977-01-20 Okabe Kk Metjod of protecting subsurface for face of slope and land

Also Published As

Publication number Publication date
JPS53118805A (en) 1978-10-17

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