JPH1077633A - Greening method for cut slope face - Google Patents

Greening method for cut slope face

Info

Publication number
JPH1077633A
JPH1077633A JP23442496A JP23442496A JPH1077633A JP H1077633 A JPH1077633 A JP H1077633A JP 23442496 A JP23442496 A JP 23442496A JP 23442496 A JP23442496 A JP 23442496A JP H1077633 A JPH1077633 A JP H1077633A
Authority
JP
Japan
Prior art keywords
cut slope
greening
slope
cut
mud
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
JP23442496A
Other languages
Japanese (ja)
Inventor
Tateo Kobayashi
健郎 小林
Takatsugu Wakamatsu
敬継 若松
Fukashi Oguchi
深志 小口
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.)
Maeda Corp
Original Assignee
Maeda 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 Maeda Corp filed Critical Maeda Corp
Priority to JP23442496A priority Critical patent/JPH1077633A/en
Publication of JPH1077633A publication Critical patent/JPH1077633A/en
Pending legal-status Critical Current

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

Abstract

PROBLEM TO BE SOLVED: To provide a greening work method capable of shortening construction period and reducing man-hours and protecting a cut slope face and executing greening work definitely. SOLUTION: This greening work method forms a cut slope face 41 by excavating a natural ground 40 and plants a grass 31 and a tree 32 in the cut slope face 41, thereby greening the cut slope face 41. A sheet-shaped greening device 1 provided with the grass 31 or the tree 32 so as to protect and green the cut slope face 41 is mounted on the cut slope face 41. Mud 46 is injected and filled up in a cavity 45 between the greening device 1 and the cut slope face 41.

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、切土法面の緑化工
法に関し、更に詳細には開削トンネル、トンネル坑口、
アンダーピーニングなどの土木工事用法面や根切りなど
の建築工事用法面などに対する緑化工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a revegetation method for a cut slope, and more particularly, to an open tunnel, a tunnel wellhead,
The present invention relates to a greening method for a civil engineering work slope such as underpeening and a construction slope such as root cutting.

【0002】[0002]

【従来の技術】切土法面の施工法は、地質、風化程度、
施工期間などの条件により異なるが、一般的にはまず所
定の高さまで地山を掘削して法面を形成し、次にこの法
面に金網を貼り付け、更にモルタルを吹き付けることに
より覆工を形成する。次に、この覆工の上から地山に複
数の穴をあけて補強用の棒状部材を挿入し、この棒状部
材の周囲をグラウトなどで補強する。このような工程を
繰り返すことによって、地山の上方から下方にかけて切
土施工を進めていた。
2. Description of the Related Art Construction methods for cut slopes are based on geology, weathering degree,
Although it depends on conditions such as the construction period, generally the ground is first excavated to a predetermined height to form a slope, then a wire mesh is attached to this slope, and mortar is further sprayed to apply lining. Form. Next, a plurality of holes are made in the ground from above the lining, and a reinforcing bar-shaped member is inserted, and the periphery of the bar-shaped member is reinforced with grout or the like. By repeating such a process, the cutting work was advanced from above the ground to below.

【0003】切土法面を形成した後には、緑化工法によ
って草本または木本の植栽が行われる。従来の緑化工法
としては、草本を植栽する場合は種子を肥料及び水に混
ぜて覆工に吹き付ける種子散布工法や、これに土を加え
て吹き付ける客土吹き付け工法など、比較的薄層の吹き
付けを行うのが主流であった。また、土、種子、肥料、
水、添加剤などを混合した材料をエアーで覆工に吹き付
ける厚層基材吹き付け工法も行われていた。
[0003] After the cut slope is formed, plants or trees are planted by a greening method. Conventionally, when planting herbs, relatively thin layers such as a seed spraying method in which seeds are mixed with fertilizer and water and sprayed on the lining, or a customer soil spraying method in which soil is added and sprayed. Was the mainstream. Also, soil, seeds, fertilizer,
A method of spraying a thick layer base material in which a material in which water, additives, and the like are mixed is sprayed on the lining with air has also been performed.

【0004】一方、木本を植栽する場合には、根の活着
に必要な層の厚さが増すため、上述の厚層基材吹き付け
工法か、又はベースとしてファイバー混入土砂を吹き付
け、その上に種子散布工法や客土吹き付け工法を行って
いた。
On the other hand, when planting a woody plant, the thickness of the layer necessary for root survival increases, so that the above-mentioned thick-layer base material spraying method or a method of spraying fiber-mixed earth and sand as a base is used. In the past, the seed spraying method and the soil spraying method were used.

【0005】[0005]

【発明が解決しようとする課題】しかし、従来の切土法
面の緑化工法では、切土法面を金網、モルタル吹き付け
及びグラウトなどの補強材で安定させた後、草本又は木
本の植栽が行われるので、工数が増加すると共に施工期
間が長くなるという問題があった。また、草本などを植
栽するときには、法面に再度足場を設けなければならな
いから、更に工数が増加するという問題もあった。
However, in the conventional cutting slope revegetation method, after the cut slope is stabilized with a reinforcing material such as wire mesh, mortar spraying and grout, planting of a herb or a tree is performed. Therefore, there is a problem that the number of steps increases and the construction period becomes longer. In addition, when planting a herb or the like, there is another problem that the number of man-hours is further increased because a scaffold must be provided on the slope again.

【0006】本発明の目的は、このような問題点を解決
することにあり、施工期間の短縮及び工数低減が可能
で、更に切土法面の保護及び緑化を確実に行うことが可
能な切土法面の緑化工法を提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to solve such a problem, and it is possible to shorten the construction period and reduce the number of man-hours, and furthermore, it is possible to surely protect the cut slope and greenery. An object of the present invention is to provide a greening method for soil slopes.

【0007】[0007]

【課題を解決するための手段】本発明は切土法面の緑化
工法であり、前述の技術的課題を解決するために以下の
ように構成されている。すなわち、本発明は、地山を掘
削して切土法面を形成し、前記切土法面に草本又は木本
を植栽することにより前記法面を緑化する緑化工法にお
いて、前記切土法面を保護及び緑化する板状の緑化装置
を前記切土法面に取り付け、前記緑化装置と前記切土法
面との間の空洞に泥土を注入することを特徴とする。前
記泥土には前記切土法面の掘削によって発生した現地発
生土と、所定の強度及び所定の硬化時間を設定すること
が可能な添加剤とを含ませることができる。
SUMMARY OF THE INVENTION The present invention is a greening method for a cut slope, and is constituted as follows in order to solve the above-mentioned technical problem. That is, the present invention relates to a greening method in which a ground slope is excavated to form a cut slope, and planting a herb or a tree on the cut slope to green the slope. A plate-shaped greening device for protecting and greening the surface is attached to the cut slope, and mud is injected into a cavity between the greening device and the cut slope. The mud may include locally generated soil generated by excavation of the cut slope, and an additive capable of setting a predetermined strength and a predetermined hardening time.

【0008】本発明の切土法面の緑化工法は、緑化装置
を切土法面に固定し、この緑化装置と切土法面との間の
空洞に泥土を注入するだけであり、予め切土法面を平坦
に仕上げる必要がないので工事が簡単になると共に、緑
化装置と切土法面が全面的に密着するので切土法面の保
護及び緑化を確実に行うことができる。
[0008] The revegetation method of the cut slope according to the present invention comprises fixing a revegetation device to the cut slope and injecting mud into a cavity between the revegetation device and the cut slope. Since it is not necessary to finish the soil slope flat, the construction is simplified, and the greening device and the cut slope are completely adhered to each other, so that the cut slope can be reliably protected and greened.

【0009】[0009]

【発明の実施の形態】以下、本発明に係る切土法面の緑
化工法の実施の形態について、図面を参照して詳細に説
明する。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of a cut slope revegetation method according to the present invention will be described below in detail with reference to the drawings.

【0010】図1は、本発明に係る切土法面の緑化工法
を説明する図である。この切土法面の緑化工法において
は、先ず地山40を掘削して、切土法面41を形成す
る。この切土法面41には、補強のため所定のピッチで
棒状部材42が挿入される。更に、切土法面41には後
述の平板状の緑化装置1が略隙間なく並べて敷設され、
この緑化装置1が棒状部材42に取り付けられて固定さ
れる。
FIG. 1 is a view for explaining a greening method for a cut slope according to the present invention. In the greening method of the cut slope, first, the ground 40 is excavated to form the cut slope 41. The bar-shaped members 42 are inserted into the cut slope 41 at a predetermined pitch for reinforcement. In addition, flat greening devices 1 to be described later are laid on the cut slope 41 side by side with almost no gap,
This greening device 1 is attached and fixed to the rod-shaped member 42.

【0011】この場合、切土法面41を上下に複数段に
分け、上段から順次切土法面の形成及び緑化装置1の敷
設、固定を繰り返すことによって、最終的に全体的な切
土法面41の形成と緑化装置1の敷設、固定を完成する
ことができる。
In this case, the cut slope 41 is divided into a plurality of steps vertically, and the formation of the cut slope and the laying and fixing of the greening apparatus 1 are repeated from the upper step to finally obtain the overall cut slope. The formation of the surface 41 and the laying and fixing of the planting apparatus 1 can be completed.

【0012】このようにして、切土法面41全体に所定
数の緑化装置1を敷設及び固定した後、緑化装置1と切
土法面41との間の空洞45に泥土46を注入して充填
する。空洞45は、地山40の性状と切土法面41の掘
削方法などによってその大きさや形状は異なるものの、
切土法面41を掘削したときには不規則に発生するもの
である。
After laying and fixing a predetermined number of greening devices 1 on the entire cut slope 41 in this manner, the mud 46 is injected into the cavity 45 between the greening device 1 and the cut slope 41. Fill. Although the size and shape of the cavity 45 differ depending on the nature of the ground 40 and the method of excavating the cut slope 41,
It occurs irregularly when the cut slope 41 is excavated.

【0013】一方、緑化装置1は、切土法面41の保護
と緑化のために敷設するものであり、緑化装置1と切土
法面41との間の空洞45をそのままにしておくと、切
土法面41の保護が不確実となり、また、緑化装置1に
設けられた草本31や木本32の根が活着しなくなるお
それがある。そのため、空洞45に泥土46を注入して
充填するのである。
On the other hand, the greening device 1 is laid for protection and greening of the cut slope 41. If the cavity 45 between the greening device 1 and the cut slope 41 is left as it is, The protection of the cut slope 41 becomes uncertain, and the roots of the herbs 31 and the trees 32 provided in the greening apparatus 1 may not survive. Therefore, the mud 46 is injected and filled into the cavity 45.

【0014】この泥土46は、寸法、形状及び分布が不
規則な空洞45に完全に充填できる性状を有し、施工性
の良さ、経済性などの要求品質に対応できなければなら
ない。従って、各現場で発生する土の性状により土と水
との混合比率は異なってくるので、試験練りを実施して
その性状を管理した上で使用することが望ましい。泥土
特性の具体的な目安としては、ブリージング率1%以
下、スランプフロー60cm以上、Pフロートフロー1
5秒以下などの評価基準を満足することが望ましい。
The mud 46 must have the property of being able to completely fill the cavity 45 having an irregular size, shape and distribution, and must be capable of meeting required qualities such as good workability and economy. Therefore, since the mixing ratio of soil and water differs depending on the properties of the soil generated at each site, it is preferable to use the test after controlling the properties by performing test kneading. The concrete characteristics of the mud are as follows: breathing rate 1% or less, slump flow 60cm or more, P float flow 1
It is desirable to satisfy an evaluation criterion such as 5 seconds or less.

【0015】このような性状を有する泥土46を注入す
る場合は、先ず切土法面41に固定された緑化装置1の
外周に、例えばウェスなど水を通過させるが土粒子など
を通過させない漏れ止め手段(図示せず)を施す。次
に、切土法面41を掘削したときに発生した例えば黒ぼ
く、ローム、シルトなどの現地発生土47を篩48にか
けて、現地発生土47中の例えば玉石、植物の根など所
定の大きさ以上の固形支障物49を取り除く。このよう
にして生成された土粒子50を例えばベルトコンベア5
1で撹拌槽52に供給する。
In the case of injecting the mud 46 having such properties, firstly, water is allowed to pass through the outer periphery of the greening apparatus 1 fixed to the cut slope 41, for example, a rag, but a leak preventer that does not allow soil particles to pass. Means (not shown) are applied. Next, a locally generated soil 47, such as, for example, kuroboku, loam, or silt generated when the cut slope 41 is excavated, is sifted through a sieve 48 to a predetermined size such as a boulder or a plant root in the locally generated soil 47. The solid obstacle 49 described above is removed. The soil particles 50 generated in this manner are transferred to, for example, the belt conveyor 5.
At 1, it is supplied to the stirring tank 52.

【0016】一方、撹拌槽52には水槽53の水54
と、所定の硬度すなわち草本31及び木本32の根が根
入できる程度の硬度、及び所定の硬化時間、例えば1日
乃至2〜3日の硬化時間を設定することができる添加剤
60とが供給される。この添加剤60は、上述のように
1日乃至2〜3日の硬化時間を有し、草本31及び木本
32の根が根入できる程度の強度(概ねqu=1〜2k
g/cm2)を発現できることが必要である。また、取
り扱いの利便性、植物に対する影響、経済性などを考慮
すると、高分子系有機剤は不適当であり、石膏、セメン
ト、石灰などの無機質材料が好ましい。添加剤60の混
合比率も、泥土特性管理と同様に試験練りで管理する必
要がある。
On the other hand, the stirring tank 52 is provided with water 54 in a water tank 53.
And an additive 60 that can set a predetermined hardness, that is, a hardness at which the roots of the herb 31 and the wood 32 can enter, and a predetermined hardening time, for example, a hardening time of 1 to 2 to 3 days. Supplied. The additive 60 has a curing time of 1 to 2 to 3 days as described above, and has a strength enough to allow roots of the herb 31 and the tree 32 to enter (generally, ku = 1 to 2 k).
g / cm 2 ). In consideration of convenience of handling, influence on plants, economic efficiency, and the like, a high molecular organic agent is inappropriate, and inorganic materials such as gypsum, cement, and lime are preferable. The mixing ratio of the additive 60 also needs to be controlled by test mixing as in the case of the mud characteristic control.

【0017】撹拌槽52に供給された土粒子50、添加
剤60及び水54は撹拌槽52内の撹拌スクリュー55
で撹拌されて泥土46が生成される。この泥土46は、
送泥ポンプ57及びパイプ58を介して最上段にある全
ての緑化装置1の上端縁と切土法面41との間に設けら
れた適宜な大きさの隙間59から、全ての緑化装置1の
空洞45内に注入されて充填される。なお、緑化装置1
の中間部に空洞45に通じる適宜なパイプ(図示せず)
を設け、これを利用して空洞45内に泥土46を注入す
ることもできる。
The soil particles 50, the additives 60 and the water 54 supplied to the stirring tank 52 are mixed with a stirring screw 55 in the stirring tank 52.
To generate mud 46. This mud 46
Through a gap 59 of an appropriate size provided between the upper edge of all the greening devices 1 at the uppermost stage and the cut slope 41 via the mud pump 57 and the pipe 58, all the greening devices 1 The cavity 45 is injected and filled. The greening device 1
A suitable pipe (not shown) leading to the cavity 45 in the middle of
It is also possible to inject the mud 46 into the cavity 45 using this.

【0018】空洞45内に充填された泥土46は、その
水分が緑化装置1の周囲のウェスを通って漏出するが、
土粒子50と添加剤60は漏出しないで空洞45内に残
される。この残留成分によって切土法面41と緑化装置
1とが全面的に密着し、切土法面41が緑化装置1で押
さえられて保護されると共に、緑化装置1の草本31及
び木本32の根が切土法面41に確実に活着して、切土
法面41が緑化されるようになる。
The mud 46 filled in the cavity 45 leaks its moisture through the waste around the greening device 1.
The soil particles 50 and the additive 60 remain in the cavity 45 without leaking. The cut slope 41 and the greening device 1 are completely adhered to each other by the residual components, the cut slope 41 is pressed and protected by the greening device 1, and the herb 31 and the wood 32 of the greening device 1 are protected. The roots surely take root on the cut slope 41, and the cut slope 41 is greened.

【0019】この緑化工法で使用する緑化装置1は、上
述のように切土法面41を押さえて保護すると共に緑化
するためのものであり、例えば図2に示すように適宜な
大きさの例えば矩形の枠部材11と、枠部材11の底面
に取り付けられた網状部材12とを備えている。枠部材
11内には土や肥料などを含んだ植栽基材30が充填さ
れ、この植栽基材30に草本31及び木本32が植栽さ
れている。この草本31及び木本32の根が網状部材1
2に絡み付いて、草本31及び木本32が保持されるよ
うになっている。
The greening apparatus 1 used in this greening method is for holding and protecting the cut slope 41 and greening as described above. For example, as shown in FIG. A rectangular frame member 11 and a mesh member 12 attached to the bottom surface of the frame member 11 are provided. The frame member 11 is filled with a plant base 30 containing soil, fertilizer, and the like, and a herb 31 and a tree 32 are planted on the plant base 30. The roots of the herb 31 and the wood 32 are the mesh member 1
2, the herb 31 and the wood 32 are held.

【0020】枠部材11は、図3に示すように例えばL
形鋼で形成された矩形の外枠14を有し、この外枠14
の中央部に補強板材15、15がV字状に取り付けられ
ている。外枠14は、L形鋼の一辺が底側に位置して内
側フランジ部とされ、他辺が外側に位置して周壁となる
ように構成されている。そして、外枠14は所定の強度
となるように形成され、更に防錆加工が施されている。
外枠14の材質としては、これ以外にもステンレスや樹
脂などを使用することもできる。
The frame member 11 is made of, for example, L as shown in FIG.
A rectangular outer frame 14 formed of a shape steel is provided.
Reinforcement plate members 15, 15 are attached in a V-shape at the center of. The outer frame 14 is configured such that one side of the L-shaped steel is located on the bottom side and serves as an inner flange portion, and the other side is located on the outside and serves as a peripheral wall. The outer frame 14 is formed so as to have a predetermined strength, and is further subjected to rust prevention processing.
As the material of the outer frame 14, besides this, stainless steel or resin can be used.

【0021】この外枠14の底部側全面に亘って上述の
網状部材12が配置され、網状部材12の周辺部が例え
ばビス16などでL形鋼の一辺、すなわち外枠14のフ
ランジ部に固定されている。外枠14の左右端縁及び下
端縁の中央部には適宜な大きさの取付板17が設けら
れ、この取付板17には丸孔18が設けられている。こ
の緑化装置1を切土法面41に固定する場合は、図2に
示すように切土法面41に挿入されている棒状部材42
に取付板17の丸穴18を嵌め込み、棒状部材42に取
付板17の上からナット43を締結すればよい。
The above-mentioned mesh member 12 is disposed over the entire bottom side of the outer frame 14, and the periphery of the mesh member 12 is fixed to one side of the L-shaped steel, for example, a screw 16, that is, the flange portion of the outer frame 14. Have been. A mounting plate 17 of an appropriate size is provided at the center of the left and right edges and the lower edge of the outer frame 14, and the mounting plate 17 is provided with a round hole 18. When the greening apparatus 1 is fixed to the cut slope 41, a rod-shaped member 42 inserted into the cut slope 41 as shown in FIG.
In this case, the round hole 18 of the mounting plate 17 may be fitted into the rod member 42, and the nut 43 may be fastened to the rod-shaped member 42 from above the mounting plate 17.

【0022】以上のように、この切土法面の緑化工法
は、平板状の緑化装置1(図2)を、切土法面41(図
1)に全面に亘って敷設して棒状部材42で固定し、緑
化装置1と切土法面41との間の空洞45に泥土46を
注入するだけなので、従来のように切土法面に金網を取
付けてコンクリートの覆工を形成してからその上を緑化
する場合に比べて、工数低減及び工期短縮が可能になる
と共に、緑化装置1と切土法面41とが泥土46の土粒
子50及び添加剤60を介して密着するため、切土法面
41の保護及び緑化を確実に行うことができる。また、
泥土46は現地発生土47、水54及び安価な工業用石
膏または石灰などの添加剤60だけで生成できるので、
入手容易な上に経済的である。
As described above, according to the cutting slope revegetation method, the plate-shaped revegetation apparatus 1 (FIG. 2) is laid on the cut slope 41 (FIG. 1) over the entire surface, and the rod-shaped member 42 is formed. Since only the mud 46 is injected into the cavity 45 between the greening device 1 and the cut slope 41, a wire mesh is attached to the cut slope to form a concrete lining, as in the prior art. Compared with the case of greening on top of that, it is possible to reduce the man-hours and the construction period, and because the greening apparatus 1 and the cut slope 41 are in close contact with each other via the soil particles 50 of the mud 46 and the additive 60, the cutting is performed. The protection and greening of the soil slope 41 can be reliably performed. Also,
Since the mud 46 can be generated only with the locally generated soil 47, the water 54 and the additive 60 such as inexpensive industrial gypsum or lime,
Easy to obtain and economical.

【0023】なお、上述の実施の形態では送泥ポンプ5
7を使用して、全ての緑化装置1と切土法面41との間
の空洞45内に泥土46を一回で注入する場合について
説明したが、例えば緑化装置1を一個乃至数個敷設及び
固定する毎に泥土46を注入する場合のように泥土46
の使用量が少ない場合には、例えばバケツ(図示せず)
などに土粒子50、添加剤60及び水54を入れて撹拌
することにより泥土46を生成し、これをバケツから直
接空洞45内に注入することもできる。この場合には、
泥土46を生成するための設備が不要になる。
In the embodiment described above, the mud pump 5
7, the case where the mud 46 is injected at once into the cavity 45 between all the greening devices 1 and the cut slope 41 has been described. For example, one to several greening devices 1 are laid and When the mud 46 is injected every time it is fixed,
If the amount of used is small, for example, a bucket (not shown)
By mixing and stirring the soil particles 50, the additive 60, and the water 54 into the like, mud 46 is generated, and the mud 46 can be directly injected into the cavity 45 from a bucket. In this case,
Equipment for generating the mud 46 is not required.

【0024】[0024]

【発明の効果】以上説明したように、本発明の切土法面
の緑化工法によれば、平板状の緑化装置を切土法面に固
定し、緑化装置と切土法面との間の空洞に泥土を注入す
るだけなので、従来に比べて大幅な工数低減及び工期短
縮が可能になると共に、切土法面の保護及び緑化を確実
に行うことができる。また、泥土は入手し易くしかも安
価な材料だけで生成できるので、経済的にも優れてい
る。
As described above, according to the cutting slope revegetation method of the present invention, the flat revegetation device is fixed to the cut slope, and the space between the revegetation device and the cut slope is removed. Since only mud is injected into the cavities, it is possible to significantly reduce the number of steps and the construction period as compared with the related art, and also to surely protect and green the cut slope. Further, since mud is easily available and can be produced using only inexpensive materials, it is economically excellent.

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

【図1】本発明に係る切土法面の緑化工法を説明する断
面図である。
FIG. 1 is a cross-sectional view illustrating a greening method for a cut slope according to the present invention.

【図2】図1のA−A断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】図2のB−B断面図である。FIG. 3 is a sectional view taken along line BB of FIG. 2;

【符号の説明】[Explanation of symbols]

1 緑化装置 31 草本 32 木本 40 地山 41 切土法面 45 空洞 46 泥土 47 現地発生土 60 添加剤 DESCRIPTION OF SYMBOLS 1 Greening apparatus 31 Herbaceous plant 32 Kimoto 40 Ground mountain 41 Cut slope 45 Hollow 46 Mud 47 Locally generated soil 60 Additive

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 地山を掘削して切土法面を形成し、前記
切土法面に草本又は木本を植栽することにより前記法面
を緑化する緑化工法において、 前記切土法面を保護及び緑化するため前記草本または前
記木本を設けた板状の緑化装置を前記切土法面に取り付
け、 前記緑化装置と前記切土法面との間の空洞に泥土を注入
して充填することを特徴とする切土法面の緑化工法。
1. A greening method in which a ground slope is excavated to form a cut slope, and a herb or a tree is planted on the cut slope to revegetate the slope. Attach a plate-shaped revegetation device provided with the herb or the wood to protect and revegetate on the cut slope, and inject and fill mud into the cavity between the revegetation device and the cut slope. A greening method for cut slopes, characterized by the following:
【請求項2】 前記泥土は前記切土法面の掘削によって
発生した現地発生土と、所定の強度及び所定の硬化時間
を設定することが可能な添加剤とを含むことを特徴とす
る請求項1に記載の切土法面の緑化工法。
2. The method according to claim 1, wherein the mud includes locally generated soil generated by excavation of the cut slope and an additive capable of setting a predetermined strength and a predetermined hardening time. 2. The greening method for a cut slope described in 1.
JP23442496A 1996-09-04 1996-09-04 Greening method for cut slope face Pending JPH1077633A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23442496A JPH1077633A (en) 1996-09-04 1996-09-04 Greening method for cut slope face

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23442496A JPH1077633A (en) 1996-09-04 1996-09-04 Greening method for cut slope face

Publications (1)

Publication Number Publication Date
JPH1077633A true JPH1077633A (en) 1998-03-24

Family

ID=16970810

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23442496A Pending JPH1077633A (en) 1996-09-04 1996-09-04 Greening method for cut slope face

Country Status (1)

Country Link
JP (1) JPH1077633A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100775985B1 (en) * 2006-07-07 2007-11-29 이용건 Material for afforesting incline and incline afforesting structure having the same
JP2016153596A (en) * 2015-02-18 2016-08-25 日本植生株式会社 Filler for repairing slope surface sprayed with mortar or concrete, and repair method and repair structure, and greening method and greening structure using the same
KR20200081134A (en) * 2018-12-27 2020-07-07 서웅배 Slope greening method
CN114150680A (en) * 2021-12-24 2022-03-08 江西师范高等专科学校 Seepage-proofing structure of geotechnical engineering side slope

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100775985B1 (en) * 2006-07-07 2007-11-29 이용건 Material for afforesting incline and incline afforesting structure having the same
JP2016153596A (en) * 2015-02-18 2016-08-25 日本植生株式会社 Filler for repairing slope surface sprayed with mortar or concrete, and repair method and repair structure, and greening method and greening structure using the same
KR20200081134A (en) * 2018-12-27 2020-07-07 서웅배 Slope greening method
CN114150680A (en) * 2021-12-24 2022-03-08 江西师范高等专科学校 Seepage-proofing structure of geotechnical engineering side slope

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