JP4092030B2 - How to repair mountain trails - Google Patents

How to repair mountain trails Download PDF

Info

Publication number
JP4092030B2
JP4092030B2 JP03803799A JP3803799A JP4092030B2 JP 4092030 B2 JP4092030 B2 JP 4092030B2 JP 03803799 A JP03803799 A JP 03803799A JP 3803799 A JP3803799 A JP 3803799A JP 4092030 B2 JP4092030 B2 JP 4092030B2
Authority
JP
Japan
Prior art keywords
soil
porous concrete
filled
mountain
mountain trail
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 - Fee Related
Application number
JP03803799A
Other languages
Japanese (ja)
Other versions
JP2000234303A (en
Inventor
裕士 佐藤
聡 鈴木
Original Assignee
前田製管株式会社
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 前田製管株式会社 filed Critical 前田製管株式会社
Priority to JP03803799A priority Critical patent/JP4092030B2/en
Publication of JP2000234303A publication Critical patent/JP2000234303A/en
Application granted granted Critical
Publication of JP4092030B2 publication Critical patent/JP4092030B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Road Paving Structures (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、洗堀された登山道の修復方法、詳しくは、降雨時の流下水による登山道の洗堀進行防止と歩行を容易とし、且つ植生復帰に効果のある登山道の修復方法に関する。
【0002】
【従来の技術】
近年、山間地における交通網が整備された結果、自動車で山麓まで容易にアクセスできるようになり、比較的容易に登山道へ足を踏み入れることが可能となった。一般に登山道は、土や破砕物など水流により浸食され易い地盤で構成されている場合が多く、植物の根によって支持されていたが、増加する登山者により踏み固められて植物が死滅する事が多い。そのため、土が水流によって流され易くなり、次第にU字状に洗堀される現象が生じた。
【0003】
こうして洗堀し始めた登山道は、地形上周囲より一段低い位置にあるため、降雨時において流下する雨水の水路と化してしまう。そのため、この流下水流により登山道が一層堀削され、幅が狭く泥状でぬかるんだり或いは凹凸が激しい等歩行しにくい状態となるので、どうしても歩きにくくなった登山道を避け、歩きやすい登山道に沿った植物の繁茂する部分を歩行する登山者が増加している。
【0004】
以上の結果として、登山道の周囲の植物が踏み倒され、植物の根によって支持されていた土壌が洗堀され易くなって一層洗堀地が広がったり、特に高山帯の登山道周辺は国や県指定の自然公園になっていることも多いが、貴重な植物が消滅するといった弊害が生じた。この被害を、山形県と新潟県にまたがる朝日山系の主稜線において調査した結果報告では、幅5m,深さ1m,長さ100mを越える洗堀地が各所に見られた。他の山系でも同様な洗堀がみられており、自然破壊の歯止めと修復並びに強固な登山道の確保が課題となっている。
【0005】
従来これらを解決する方法としては、(a)木製杭を数本地盤に埋め込み、この杭の地表より上の杭部に受け板を固定して土留めし、これを踏段として利用する方法や、(b)洗堀された裸地を土で覆い、その上を藁で作製したこもなどで被覆して植生を復帰する方法が採られている。
【0006】
【発明が解決しようとする課題】
しかし、上記(a)の場合は、降雨時の流下水や地崩れに対する抵抗性が小さいため、降雨が激しい場合のときには前記受け板の上を通って流下し、登山道が水路と化す。その結果、この流下水により土砂が洗堀され、登山道は一層深くU字型にえぐられることが多かった。また、踏段の受け板には開口部がないため、水が流れ込んだ際、踏段の下部へ一気に滝のように水が流れ、踏段の下部が洗堀されやすい。
【0007】
そして、踏段の杭周囲の地盤が緩み土砂が流出しやすくなるため、長時間たつと踏段そのものが崩壊する場合もある。更に、杭や受け板は木製であることが多いため劣化が早く、耐久年数が短いといった欠点があった。また上記(b)の場合、平地ないしは傾斜が極めて緩い場所以外は、容易に土が雨水で流失するといった問題点があった。
【0008】
【課題を解決するための手段】
本発明は、上記のような従来の問題点を解決するために成されたもので、登山道を歩きやすくし、歩行部の幅を広げないこと並びに歩行部以外の洗堀された場所の植生を回復することができるものを提供することを目的としたものであり、その要旨は、洗堀された登山道に、歩行時の荷重や水流により形崩れしない塊状の物質を充填して歩行部の基礎と雨水の流路を確保した後、透水性を有するシートで被覆してその上部を土で覆い、更にその上部に、内部空隙に土を充填したポーラスコンクリートブロックを設置して、植生の復帰と良好な歩行性を具備せしめることを特徴とする登山道の修復方法等にある。
【0009】
【発明の実施の形態】
以下、本発明に係る登山道の修復方法を、図面に示す実施例により詳細に説明すると、図において、Aは雨水等の流下水によりU字状に洗堀された登山道で、この登山道Aの上には、下位から上位に向け、塊状の物質1,シート2,土3,ポーラスコンクリートブロック4が順に設置された構成としている。
【0010】
その施工方法は、まず、洗堀された登山道Aの最下位に塊状の物質1を充填して、歩行部を透水性を有する構造とする。この塊状の物質1としては、天然岩石や玉石,砂利,砕石,発泡スチロール,軽量人工岩石など、歩行の荷重や水により容易に崩壊しないものであればよく、これらを充填することでおよそ30〜50%の空隙を形成する。これによって降雨後流速の早い流下水流の発生を防ぎ、しかも水がスムーズに地表から地下へ浸透することが可能となる。なお、歩行性の点から、塊状の物質1は下位から上位にかけて粒径を細かくするとよい。
【0011】
つぎに、前記塊状の物質1をシート2で覆う。このシート2は、雨水を浸透させ且つその上部の土3を保持できる性能が必要である。したがって、繊維質の物質から構成されるシートが好ましい。より好ましくは、景観上、藁や椰子などの天然繊維から構成される繊維が好ましい。そして、このシート2は登山道Aから容易に剥がれないように、図示しないが、その両端部に沿って頭部が鉤型の釘等で押さえるのがよい。
【0012】
前記シート2の上に土3を敷設する。この土3は一般の植物栽培に用いられる土であればよい。ただし、周囲の植生に配慮が必要な自然公園などでは、その場所で生育している植物種以外の繁殖を防ぐため、オートクレーブなどで高温殺菌した土を用いるのよい。また、必要によってパーライトやバーミキュライトなどの混合用土や肥料を混合してもよい。
【0013】
そして、前記土3の上にポーラスコンクリートブロック4を敷設するが、このポーラスコンクリートブロック4は、セメント,水,粗骨材,混和剤を用い、通常使用される5mm以下の細骨材を全く使用しないか、僅かに0.6mm程度の微砂を使用する程度のもので形成されており、おこし状の組織で内部に空隙を多く有する。使用するセメントは、普通ポルトランドセメント,早強ポルトランドセメント等のポルトランドセメントや混合セメントを用いる。
【0014】
また水は、上水道水などJISA5308(レディミクストコンクリート)に規定するものを使用できる。粗骨材はコンクリート用粗骨材として使用されている砂利,砕石,軽量骨材を用いる。混和剤は、JISA6204(コンクリート用化学混和剤)に記載の減水剤,AE減水剤,高性能AE減水剤混和剤を用いてセメント粒子の分散性を向上させ、単位水量の低減,強度の増大を図る。
【0015】
以上の材料を加えて混練後、ブロック状に成形する。この後、蒸気養生,気中養生,水中養生などの養生を施してポーラスコンクリートブロック4を得る。形状は平板状で、断面の厚さが5〜10cm、平面部の寸法は30〜50cm程度のものが下部の土3の被覆性や重さの点から施工性がよい。また上記コンクリートを用いて作製した供試体の強度は、運搬などのハンドリング及び歩行時の際に破損しないようにするため10N/mm以上発現されていることが好ましい。
【0016】
つぎに、前記ポーラスコンクリートブロック4の空隙内部に土を充填する。これによって、植生が復帰しやすい環境を提供することができる。充填に用いる土は前述のブロック4の下部に敷設した土3と同等でよい。
【0017】
以上の実施形態をとることで、歩行性,耐洗堀性,植生復帰に優れた修復となる。ここで、前記ポーラスコンクリートブロック4の上面に、市販されている園芸用土に予め採取した施工場所周辺の植物種子を混合したものを散布し、はき均しながらポーラスコンクリートブロック4の空隙部に充填させることもできる。
【0018】
以上は、図1に示すように、下位の土3を全て前記ポーラスコンクリートブロック4で覆う構成の例について説明したが、図2に示すように、歩道部となる中央部にはポーラスコンクリートブロック或いは擬石様平板5を設置し、その左右に前記ポーラスコンクリートブロック4を敷設することでも本発明の目的は達成できる。なお、この場合、ポーラスコンクリートブロック4,4は土壌押さえの機能も果たしている。
【0019】
そこで、降雨により登山道Aに沿って流下する水は、ポーラスコンクリートブロック4の内部空隙及び各ポーラスコンクリートブロック4,4の間を通って下位の土3に流れ、この土3の飽和水はその下位に敷設したシート2を介して塊状の物質1内に流入する。そして、この塊状の物質1内を山側から谷側に向け流下する間に、流下水は各塊状の物質1,1に衝当してその間隙を迂回しながら流下する。これにより流水速度が低減され、ゆるやかな流れとなって塊状の物質1間を谷側方向に流下する。従って、登山道Aの表面を流れる水量は殆どなく、洗堀に泥土の滞留もないので歩行に適した状態が保持される。
【0020】
また、ポーラスコンクリートブロック4の空隙に植物の種子を充填したものにあってはこの植物の種子が、また施工後にその周辺の植物の種子がポーラスコンクリートブロック4の空隙内に入ったものにあってはこの植物の種子が、それぞれポーラスコンクリートブロック4内の土及び下位の土3が含有する水分によって発芽し、繁茂して植生復帰した状態となる。
【0021】
【実施例】
幅約120cm、深さ60cmのU型状に洗堀された登山道に、先ず長径が10〜40cmの円礫を深さ20cmまで充填し、その上に40−0砕石(粒径40mm〜0mm)を厚さ10cmに敷き整地した。その後、天然ヤシの実の繊維(パーム繊維)を原料としたシート〔日建工学株式会社製「ステラシート」(商品名)厚さ5mm〕で洗堀部がすべて覆われ、かつ隣接する非洗堀部にも概ね10〜30cm覆われるように敷設した。
【0022】
非洗堀部にはシートが容易に移動しないように長さ200mm、直径5mm、頭部が鉤型になった釘で固定した。そして、シートの上の土は以下のように施工した。土は園芸店で市販されている一般植物用の土を用い、概ね10cmになるよう前記シート全体に土を覆った。
【0023】
土の上に設置するポーラスコンクリートブロックの配合を以下に示す。

Figure 0004092030
【0024】
ポーラスコンクリートブロックの形状は、平板状で断面の厚さが5cm、平面部の寸法は40×40cmのポーラスコンクリート平板を製造した。該ポーラスコンクリート平板の敷設は、その下位の土全てを覆うように敷き詰めた。敷設後に、ポーラスコンクリート平板の上面に市販されている園芸用土に予め採取した施工場所周辺の植物種子を混合したものを散布し、はき均しながら空隙に充填させていった。
【0025】
上記のようにして洗堀部を補修し、施工後4ケ月間観察した結果、▲1▼降雨時には以前より水流速度が遅くなり、土砂の流出が少なくなった。▲2▼洗堀部は不規則な凹凸やぬかるみがあり歩行しにくかったが、施工後は平坦になり、しかもぬかるみは解消され歩きやすくなった。▲3▼ポーラスコンクリート平板に充填された種子が発芽してきた。また、修復部の端部では非修復部に繁茂していた植物が伸びて活着し始めており、確実に植生復帰効果を示した。
【0026】
【発明の効果】
本発明に係る登山道の修復方法によって、以下の諸効果を期待することができる。(1)降雨時又はその後に発生する登山道に沿って流れる雨水は、補修部の内部に速やかに浸透するため、歩道部に水や泥土等が滞留することがなく、歩行し易くなる。(2)雨水は補修部の内部においてゆるやかな流れとなって流下するため、土砂の流出が少なくなって洗堀が制御されるとゝもに、地下への浸透水量も多くなる。(3)本修復方法を採用することで洗堀場所の植生を復帰させることが可能となる。
【図面の簡単な説明】
【図1】本発明に係る登山道の修復方法を示す断面説明図である。
【図2】本発明に係る登山道の他の修復方法を示す断面説明図である。
【図3】図2の平面説明図である。
【符号の説明】
A 登山道
1 塊状の物質
2 透水性シート
3 土
4 ポーラスコンクリートブロック
5 擬石様平板[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for repairing a hiking trail that has been scoured, and more particularly to a method for repairing a hiking trail that makes it easy to prevent scouring and walk on the trail by running water during rainfall and is effective for vegetation restoration.
[0002]
[Prior art]
In recent years, as a result of the development of a transportation network in mountainous areas, it has become possible to easily reach the foot of the mountain by car, and it has become possible to step on the mountain trail relatively easily. In general, mountain trails are often composed of soil that is easily eroded by water currents, such as soil and crushed materials, and they are supported by the roots of plants. Many. For this reason, the soil is easily washed away by the water flow, and a phenomenon occurs in which the soil is gradually scoured in a U shape.
[0003]
The mountain trail that started scouring in this way is one level lower than the surroundings on the topography, so it becomes a waterway for rainwater to flow down during rainfall. Therefore, the mountain trail is further excavated by this flowing water stream, and it becomes difficult to walk because it is narrow and muddy and muddy, or the unevenness is severe, so avoid the mountain path that became difficult to walk by all means and make it easy to walk There are an increasing number of climbers walking along the prosperous parts of the plant.
[0004]
As a result of the above, the plants around the mountain trail are stepped over, the soil supported by the roots of the plant becomes easy to be scoured, and the scouring area further expands. In many cases, it is a designated natural park, but there was a problem that valuable plants disappeared. As a result of investigating this damage in the main ridgeline of the Asahi mountain range that spans Yamagata Prefecture and Niigata Prefecture, scouring areas exceeding 5m wide, 1m deep and 100m long were found in various places. Similar scours are also seen in other mountain systems, and the challenge is to stop and restore natural destruction and secure a strong mountain trail.
[0005]
Conventionally, as a method for solving these problems, (a) a method in which several wooden piles are embedded in the ground, a backing plate is fixed to the pile portion above the ground surface of the pile, and this is used as a step, (B) A method is adopted in which the scoured bare ground is covered with soil and the vegetation is restored by covering the bare ground with cocoons made of straw.
[0006]
[Problems to be solved by the invention]
However, in the case of the above (a), since the resistance to flowing water and landslide during rain is small, when the rain is severe, it flows down on the backing plate, and the mountain trail becomes a waterway. As a result, the earth and sand were scoured by this sewage, and the mountain trail was often deeper and U-shaped. In addition, since there is no opening in the step receiving plate, when water flows, water flows like a waterfall to the lower part of the step at once, and the lower part of the step is easily scoured.
[0007]
And since the ground around the pile of the step is loosened and the soil is likely to flow out, the step itself may collapse after a long time. Furthermore, since piles and backing plates are often made of wood, they have the disadvantages of rapid deterioration and short durability. In the case of the above (b), there is a problem that the soil is easily washed away by rainwater except on a flat ground or a place where the slope is extremely gentle.
[0008]
[Means for Solving the Problems]
The present invention was made to solve the conventional problems as described above, and makes it easy to walk on a mountain trail, not widening the walking part, and vegetation in a scoured place other than the walking part. The purpose of this is to provide a scouring mountain path filled with a massive substance that does not collapse due to load or water flow during walking. After securing the foundation and rainwater flow path, cover it with a water-permeable sheet, cover the top with soil, and then install a porous concrete block filled with soil in the internal space above it. There is a method for repairing a mountain trail, which is characterized by having a return and good walking ability.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, a method for repairing a mountain trail according to the present invention will be described in detail with reference to the embodiments shown in the drawings. In the figure, A is a mountain trail that has been scoured in a U-shape by running water such as rainwater. On the top of A, the massive substance 1, the sheet 2, the soil 3, and the porous concrete block 4 are installed in order from the lower side to the upper side.
[0010]
The construction method is as follows. First, the bottom of the scoured mountain trail A is filled with the massive substance 1 so that the walking portion has a water-permeable structure. The bulk material 1 may be natural rock, cobblestone, gravel, crushed stone, styrofoam, lightweight artificial rock, or the like, as long as it does not easily collapse due to walking load or water. % Voids are formed. As a result, it is possible to prevent the generation of a flowing water stream having a high flow velocity after rainfall, and to smoothly infiltrate the water from the ground surface to the underground. In addition, from the viewpoint of walking ability, the massive substance 1 may be finer in particle size from the lower order to the upper order.
[0011]
Next, the massive substance 1 is covered with a sheet 2. The sheet 2 is required to have a capability of allowing rainwater to permeate and holding the soil 3 on the top. Therefore, a sheet composed of a fibrous material is preferable. More preferably, in view of the landscape, fibers composed of natural fibers such as straw and coconut are preferred. And although not shown in figure, this sheet | seat 2 is good to hold | suppress with a hook-like nail etc. along the both ends so that it may not peel easily from the mountain path A.
[0012]
A soil 3 is laid on the sheet 2. This soil 3 may be any soil used for general plant cultivation. However, in natural parks that require consideration for the surrounding vegetation, it is better to use high-temperature sterilized soil using an autoclave or the like in order to prevent the breeding of plants other than the plant species growing there. Moreover, you may mix the soil for mixing and fertilizers, such as pearlite and vermiculite, as needed.
[0013]
Then, a porous concrete block 4 is laid on the soil 3. The porous concrete block 4 uses cement, water, coarse aggregate, admixture, and uses a fine aggregate of 5 mm or less that is usually used. Or it is formed with the thing which uses only about 0.6 mm of fine sand, and has a lot of voids in the inside with a braided structure. As the cement to be used, ordinary Portland cement, early strength Portland cement such as Portland cement or mixed cement is used.
[0014]
Moreover, what is prescribed | regulated to JISA5308 (ready mixed concrete), such as tap water, can be used for water. The coarse aggregate is gravel, crushed stone, and lightweight aggregate that are used as coarse aggregate for concrete. The admixture uses the water reducing agent, AE water reducing agent, and high performance AE water reducing agent admixture described in JIS A6204 (Chemical Admixture for Concrete) to improve the dispersibility of cement particles, and to reduce unit water volume and increase strength. Plan.
[0015]
The above materials are added and kneaded, and then formed into a block shape. Thereafter, curing such as steam curing, air curing, and water curing is performed to obtain a porous concrete block 4. The shape is flat, the thickness of the cross section is 5 to 10 cm, and the dimension of the plane portion is about 30 to 50 cm, which is easy to work from the viewpoint of the covering property and weight of the lower soil 3. Moreover, it is preferable that the strength of the specimen prepared using the concrete is expressed by 10 N / mm 2 or more so as not to be damaged during handling such as transportation and walking.
[0016]
Next, soil is filled in the voids of the porous concrete block 4. This can provide an environment in which vegetation can easily return. The soil used for filling may be equivalent to the soil 3 laid under the block 4 described above.
[0017]
By taking the above embodiment, the restoration is excellent in walking ability, scour resistance, and vegetation restoration. Here, on the upper surface of the porous concrete block 4, a mixture of plant seeds around the construction site collected in advance on the horticultural soil is sprayed and filled in the voids of the porous concrete block 4 while leveling. It can also be made.
[0018]
As described above, the example of the configuration in which the lower soil 3 is entirely covered with the porous concrete block 4 as shown in FIG. 1 has been described. However, as shown in FIG. The object of the present invention can also be achieved by installing the pseudo stone-like flat plate 5 and laying the porous concrete block 4 on the left and right sides thereof. In this case, the porous concrete blocks 4 and 4 also function as a soil retainer.
[0019]
Therefore, the water flowing down along the mountain path A due to the rain flows to the lower soil 3 through the internal voids of the porous concrete block 4 and between the porous concrete blocks 4, 4. It flows into the massive substance 1 through the sheet 2 laid down below. And while flowing down in this lump-like substance 1 from the mountain side toward the valley side, the falling water hits each lump-like substance 1, 1 and flows down while bypassing the gap. As a result, the flowing water speed is reduced, and the flow becomes gentle and flows down between the massive substances 1 in the valley direction. Therefore, there is almost no amount of water flowing on the surface of the mountain trail A, and no mud stays in the scour, so a state suitable for walking is maintained.
[0020]
In addition, when the voids of the porous concrete block 4 are filled with plant seeds, the seeds of this plant, and after the construction, the seeds of surrounding plants enter the voids of the porous concrete block 4. The seeds of this plant are germinated by the water contained in the soil in the porous concrete block 4 and the soil 3 in the lower layer, respectively, and are in a state of vegetation restoration.
[0021]
【Example】
A mountain road that was scoured in a U-shape with a width of about 120 cm and a depth of 60 cm was first filled with gravels with a major axis of 10 to 40 cm to a depth of 20 cm, and then 40-0 crushed stone (particle size 40 mm to 0 mm). ) Was laid down to a thickness of 10 cm. After that, all the scouring area is covered with a sheet made of natural coconut fiber (palm fiber) [Nikken Engineering Co., Ltd. “Stella Sheet” (product name) thickness 5 mm], and adjacent non-scouring part Also, it was laid so as to be covered by approximately 10 to 30 cm.
[0022]
The non-washing part was fixed with a nail having a length of 200 mm, a diameter of 5 mm, and a head shaped like a bowl so that the sheet would not easily move. And the soil on the sheet was constructed as follows. As the soil, soil for general plants sold in a horticultural shop was used, and the entire sheet was covered with soil so as to be approximately 10 cm.
[0023]
The composition of the porous concrete block to be installed on the soil is shown below.
Figure 0004092030
[0024]
The shape of the porous concrete block was a flat plate with a flat cross section having a thickness of 5 cm and a plane portion having a size of 40 × 40 cm. The porous concrete slab was laid so as to cover all the soil below it. After laying, a mixture of plant seeds around the construction site collected in advance on the horticultural soil commercially available on the upper surface of the porous concrete flat plate was sprayed and filled into the gap while mixing.
[0025]
As a result of repairing the scouring section as described above and observing it for 4 months after construction, (1) during rainfall, the water flow rate was slower than before, and sediment discharge was reduced. (2) The scouring area was irregular and uneven, and it was difficult to walk, but it became flat after construction, and the mud was eliminated and it became easy to walk. {Circle around (3)} Seeds filled in porous concrete plates have germinated. In addition, the plants that had grown in the non-restoration area started to grow and settle at the end of the restoration area, and showed a vegetation reversion effect.
[0026]
【The invention's effect】
The following various effects can be expected by the method of repairing a mountain trail according to the present invention. (1) Since rainwater flowing along a mountain trail that occurs during or after raining quickly penetrates into the interior of the repair section, water, mud, etc. do not stay in the sidewalk section, making it easy to walk. (2) Since rainwater flows down as a gentle flow inside the repair section, if the scouring is controlled by reducing the outflow of earth and sand, the amount of water penetrating into the basement will increase. (3) By adopting this restoration method, it becomes possible to restore the vegetation at the scouring site.
[Brief description of the drawings]
FIG. 1 is an explanatory cross-sectional view showing a method for repairing a mountain trail according to the present invention.
FIG. 2 is an explanatory cross-sectional view showing another method for repairing a mountain trail according to the present invention.
FIG. 3 is an explanatory plan view of FIG. 2;
[Explanation of symbols]
A Mountain trail 1 Massive material 2 Permeable sheet 3 Soil 4 Porous concrete block 5 Pseudostone-like flat plate

Claims (4)

洗堀された登山道に、歩行時の荷重や水流により形崩れしない塊状の物質を充填して歩行部の基礎と雨水の流路を確保した後、透水性を有するシートで被覆してその上部を土で覆い、更にその上部に、内部空隙に土を充填したポーラスコンクリートブロックを設置して、植生の復帰と良好な歩行性を具備せしめることを特徴とする登山道の修復方法。The scoured mountain trail is filled with a massive substance that does not collapse due to load or water flow during walking to secure the foundation of the walking part and the rainwater flow path, and then covered with a permeable sheet A method for repairing a mountain trail, comprising: covering a wall with soil, and further installing a porous concrete block filled with soil in the inner space to provide vegetation restoration and good walking ability. 洗堀された登山道に、歩行の荷重や水流により形崩れしない塊状の物質を充填して歩行部の基礎と雨水の流路を確保した後、透水性を有するシートで被覆してその上部を土で覆い、更にその上部に上面に擬石等を貼付けたポーラスコンクリートブロック又は擬石様平板を、その左右に内部空隙に土を充填したポーラスコンクリートブロックを夫々設置して、植生の復帰と良好な歩行性を具備せしめることを特徴とする登山道の修復方法。The scoured mountain trail is filled with a massive substance that does not lose its shape due to walking load or water flow to secure the foundation of the walking part and the flow path of rainwater, and then covered with a permeable sheet. Porous concrete block or pseudo stone-like flat plate with pseudo stones on the upper surface is covered with soil, and porous concrete blocks with internal space filled with soil are installed on the left and right, respectively. A method for repairing a mountain trail, characterized by having a characteristic. ポーラスコンクリートブロックの内部空隙に、土と植物の種子を充填したことを特徴とする請求項1又は2記載の登山道の修復方法。The method for repairing a mountain trail according to claim 1 or 2, wherein soil and plant seeds are filled in an internal space of the porous concrete block. 塊状の物質が、天然岩石,砂利,発泡スチロール,軽量人工岩石のうち二種以上であることを特徴とする請求項1,2又は3記載の登山道の修復方法。The method for repairing a mountain trail according to claim 1, 2 or 3, wherein the massive material is at least two kinds of natural rock, gravel, styrofoam, and lightweight artificial rock.
JP03803799A 1999-02-17 1999-02-17 How to repair mountain trails Expired - Fee Related JP4092030B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP03803799A JP4092030B2 (en) 1999-02-17 1999-02-17 How to repair mountain trails

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP03803799A JP4092030B2 (en) 1999-02-17 1999-02-17 How to repair mountain trails

Publications (2)

Publication Number Publication Date
JP2000234303A JP2000234303A (en) 2000-08-29
JP4092030B2 true JP4092030B2 (en) 2008-05-28

Family

ID=12514348

Family Applications (1)

Application Number Title Priority Date Filing Date
JP03803799A Expired - Fee Related JP4092030B2 (en) 1999-02-17 1999-02-17 How to repair mountain trails

Country Status (1)

Country Link
JP (1) JP4092030B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107152073A (en) * 2017-06-09 2017-09-12 张诒治 A kind of method that utilization rubbish repairs deserted mountain

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008255664A (en) * 2007-04-04 2008-10-23 Entec Kk Water retentive roadbed structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107152073A (en) * 2017-06-09 2017-09-12 张诒治 A kind of method that utilization rubbish repairs deserted mountain

Also Published As

Publication number Publication date
JP2000234303A (en) 2000-08-29

Similar Documents

Publication Publication Date Title
CN102071697B (en) Hard reinforced concrete revetment slope biological repairing method
CN106013191B (en) Environment-friendly type grass planting Concrete Highway protective slope structure and construction method
CN206928164U (en) A kind of drainage type concrete road
CN110698222B (en) Composite vegetation concrete for ecological protection of stone slope and preparation method thereof
WO2020010529A1 (en) Integrated reinforcement method for green ecological slope
CN104652360A (en) Vegetation bag ecological slope protection construction method and vegetation bag rainwater treatment system
JP2009235760A (en) Soil material for covering bank back slope surface, and covering method using the soil material
JP4092030B2 (en) How to repair mountain trails
CN111484278A (en) Ecological concrete, ecological protection slope and construction method of ecological protection slope
KR20010009777A (en) A Slope Greening Vegetation Construction Method for using Permeable Concrete
CN112359850B (en) Masonry protection structure of road engineering and construction method thereof
RU2746485C1 (en) Method of protecting slopes from water erosion
CN110777820B (en) Construction method for performing ecological protection on stone slope by adopting composite vegetation concrete
CN105525551B (en) To the remodeling method and grass planting pavement structure of Wind Power Stations temporary construction road
JP2544970B2 (en) Curable soil composition and soil hardening method
CN111593747A (en) Permanent side slope ecological concrete pouring process
JP2008301732A (en) Lawn pavement base material, and method for constructing lawn using the lawn pavement base material
CN217869799U (en) Low-maintenance urban landscape ecological ground
CN114541426B (en) Ecological and engineering integrated assembled slope protection structure and construction method
JP2006283528A (en) Preparation method and structure of permeable pavements suitable for greening
CN214939806U (en) Urban seasonal river bottom protection ecological restoration system
JP2001234546A (en) Water permeable material applying method and water permeable material structure
RU67101U1 (en) BASE-SQUARE
JP4908063B2 (en) Planting base structure
Hart Protective structures for springs: Spring box design, construction and maintenance

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20060217

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20080123

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20080205

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20080303

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110307

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110307

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120307

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130307

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130307

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140307

Year of fee payment: 6

LAPS Cancellation because of no payment of annual fees