JP2000234303A - Repairing method for mountain-climbing road - Google Patents

Repairing method for mountain-climbing road

Info

Publication number
JP2000234303A
JP2000234303A JP11038037A JP3803799A JP2000234303A JP 2000234303 A JP2000234303 A JP 2000234303A JP 11038037 A JP11038037 A JP 11038037A JP 3803799 A JP3803799 A JP 3803799A JP 2000234303 A JP2000234303 A JP 2000234303A
Authority
JP
Japan
Prior art keywords
soil
mountain
porous concrete
sheet
concrete block
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
JP11038037A
Other languages
Japanese (ja)
Other versions
JP4092030B2 (en
Inventor
Yuji Sato
裕士 佐藤
Satoshi Suzuki
聡 鈴木
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.)
Maeta Concrete Industry Ltd
Original Assignee
Maeta Concrete Industry Ltd
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 Maeta Concrete Industry Ltd filed Critical Maeta Concrete Industry Ltd
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

Landscapes

  • Road Paving Structures (AREA)

Abstract

PROBLEM TO BE SOLVED: To facilitate a walk by filling a lumpy substance in a scoured mountain-climbing road, covering the road with a water permeable sheet, covering the upper part with earth, and arranging porous concrete for filling earth in inside voids in the upper part. SOLUTION: A lumpy substance 1 such as natural rock, a cobble stone, gravel, a crushed stone, foaming styrene and a lightweight artificial stone is filled in the lowest part of a scoured mountain-climbing road A. Next, the lumpy substance 1 is covered with a sheet 2 composed of natural fiber such as a straw and a palm, and both end parts of the sheet 2 are pressed down by nails. Next, earth used to cultivate a general plant 3 is laid on the sheet 2. A porous concrete block 4 being made of a millet-and-rice cake-like tissue and having abundantly voids on the inside is laid on the earth 3. The earth 3 is also filled inside the voids of the porous concrete block 4 to thereby facilitate a walk as well as to recover vegetation.

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、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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for restoring a scoured mountain trail, and more particularly to a method for preventing the progress of scouring on a mountain trail due to running water during rainfall, facilitating walking, and effective in returning vegetation. A method of restoring a mountain trail.

【0002】[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。
2. Description of the Related Art In recent years, as a result of the development of a transportation network in mountainous areas, it has become possible to easily access the foot of the mountain by car, and it is possible to relatively easily enter a mountain trail. In general, mountain trails are often composed of soil that is easily eroded by water currents, such as soil and crushed material, and are supported by plant roots.However, increasing number of climbers can consolidate and kill plants. Many. Therefore, the soil was easily washed away by the water current, and the phenomenon of scouring in a U-shape gradually occurred.

【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。
[0003] The mountain trail that has begun scouring in this way is located one step lower than its surroundings on the terrain, and becomes a water channel of rainwater that flows down during rainfall. Because of this, the climbing road is further excavated by this flowing water flow, and it is difficult to walk, such as being narrow, muddy, muddy, or severe unevenness, so it is necessary to avoid climbing roads that are difficult to walk, and to make it easy to walk There is an increasing number of climbers walking along the overgrown areas of plants.

【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1
m,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。
[0004] As a result of the above, plants around the mountain trail are stepped down, and the soil supported by the roots of the plant is easily washed and the scour area is further expanded. It is often designated as a national or prefectural natural park, but it has the disadvantage of eradicating precious plants. Investigating this damage at the main ridgeline of the Asahi Mountains, which spans Yamagata and Niigata prefectures, a report shows that it is 5 m wide and 1 deep.
m, scouring ground more than 100m in length was seen in various places. Similar scouring has been observed in other mountain systems, and it has been a challenge to stop and restore natural destruction and secure a strong mountain trail.

【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。
[0005] Conventionally, as a method of solving these,
(A) Several wooden piles are buried in the ground, a receiving plate is fixed to the pile above the surface of the piles and fixed to the ground, and this is used as a step. (B) A scoured bare land Covered with soil,
A method has been adopted in which vegetation is restored by covering the top with a straw made of straw or the like.

【0006】[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。
However, in the case of the above (a), since the resistance to running water and landslides during rainfall is low, when the rainfall is severe, the water flows down over the receiving plate. The mountain trail turns into a waterway. As a result, the sediment was washed down by the running water, and the mountain trails were often deeper U-shaped. In addition, since there is no opening in the receiving plate of the steps, when water flows into the lower parts of the steps, the water flows like a waterfall at a stretch, and the lower parts of the steps are easily washed.

【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。
[0007] Since the ground around the step pile is loosened and the earth and sand easily flows out, the step itself may be collapsed after a long time. Furthermore, since piles and receiving plates are often made of wood, they have the disadvantage that they deteriorate quickly and have a short life. Also, in the case of the above (b), there is a problem that soil is easily washed away by rainwater except on a flat ground or a place where the slope is extremely gentle.

【0008】[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。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and makes it easy to walk on a mountain climbing road, does not increase the width of a walking section, and furthermore, aims to solve the problem. The purpose is to provide vegetation that can recover vegetation in scoured places other than those that do not collapse on a scoured mountain trail due to load or water flow during walking. After filling the bulk material to secure the foundation of the walking part and the flow path of rainwater, it is covered with a sheet having water permeability, the upper part is covered with soil, and the upper part is further filled with soil in the internal void. There is a method for restoring a mountain trail characterized by installing a concrete block to provide vegetation restoration and good walking properties.

【0009】[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。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, a method of restoring a mountain trail according to the present invention will be described in detail with reference to an embodiment shown in the drawings. In the figure, A is scoured in a U shape by flowing water such as rainwater. On the mountain trail A, a massive substance 1, a sheet 2, a soil 3, and a porous concrete block 4 are arranged in order from the lower side to the upper side.

【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。
In the construction method, first, a lump-shaped substance 1 is filled in the lowest part of the mountain trail A that has been scoured, so that the walking part has a structure having water permeability. The block-like substance 1 may be any substance that does not easily collapse due to walking load or water, such as natural rock, boulder, gravel, crushed stone, styrofoam, lightweight artificial rock, and the like.
% Voids. As a result, it is possible to prevent the generation of a flowing downflow having a high flow velocity after rainfall, and to allow the water to smoothly penetrate from the surface to the underground. In addition, from the viewpoint of walking property, it is preferable that the mass-like substance 1 has a finer particle size from lower to higher.

【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。
Next, the bulk material 1 is covered with a sheet 2. The sheet 2 needs to be capable of penetrating rainwater and retaining the soil 3 above the sheet. Therefore, a sheet composed of a fibrous substance is preferable. More preferably, fibers composed of natural fibers such as straw and palm are preferable in view of the scenery. Although not shown, the sheet 2 is preferably pressed with hook-shaped nails or the like along its both ends so that the sheet 2 is not easily peeled off the mountain trail A.

【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。
The soil 3 is laid on the sheet 2. The soil 3 may be any soil used for general plant cultivation. However, in a natural park or the like where the surrounding vegetation needs to be considered, it is better to use high-temperature sterilized soil in an autoclave or the like in order to prevent the propagation of species other than the plants growing in that location. If necessary, a mixing soil such as perlite or vermiculite or a fertilizer may be mixed.

【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。
Then, a porous concrete block 4 is laid on the soil 3 using cement, water, coarse aggregate, and an admixture. Is not used at all, or is made of a material that uses only a minute sand of about 0.6 mm, and has a cavity-like structure with many voids inside. As the cement to be used, Portland cement such as ordinary Portland cement and early-strength Portland cement or a mixed cement is used.

【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、JI
SA6204(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。
[0014] The water is JIS A5308 such as tap water.
(Ready mixed concrete) can be used. As the coarse aggregate, gravel, crushed stone, and lightweight aggregate used as coarse aggregate for concrete are used. The admixture is JI
The dispersibility of cement particles is improved by using the water reducing agent, the AE water reducing agent, and the high-performance AE water reducing agent admixture described in SA6204 (chemical admixture for concrete) to reduce the unit water amount and increase the strength.

【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10
N/mm以上発現されていることが好ましい。
After the above materials are added and kneaded, the mixture is formed into a block shape. Thereafter, curing such as steam curing, air curing, and underwater curing is performed to obtain the porous concrete block 4. The shape is a flat plate, the cross section thickness is 5 to 10 cm, and the dimension of the plane portion is about 30 to 50 cm, and the workability is good in view of the covering property and the weight of the lower soil 3. In addition, the strength of the specimen prepared using the above-mentioned concrete is set at 10 to prevent breakage during handling such as transportation and walking.
N / mm 2 or more is preferably expressed.

【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。
Next, the inside of the void of the porous concrete block 4 is filled with soil. This can provide an environment in which vegetation can easily return. The soil used for filling may be the same as the soil 3 laid below the block 4.

【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。
By adopting the above-described embodiment, a restoration excellent in walking property, scouring resistance and vegetation restoration can be obtained. Here, on the upper surface of the porous concrete block 4, a mixture of plant seeds around a construction site previously collected on a commercially available horticultural soil is sprayed and filled into the voids of the porous concrete block 4 while leveling. It can also be done.

【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。
In the above, an example has been described in which the lower soil 3 is entirely covered with the porous concrete block 4 as shown in FIG. 1, but as shown in FIG. The object of the present invention can also be achieved by installing a concrete block or a pseudo-stone-like flat plate 5 and laying the porous concrete block 4 on the left and right sides. In this case, the porous concrete blocks 4 and 4 also function as soil holding.

【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。
Therefore, water flowing down the mountain road A due to rainfall flows into the lower soil 3 through the internal voids of the porous concrete block 4 and between the porous concrete blocks 4, 4, and the soil 3 is saturated. Water flows into the bulk material 1 via the sheet 2 laid underneath. Then, while flowing down from the mountain side to the valley side in the bulk material 1, the running water flows down while hitting each bulk material 1, bypassing the gap. As a result, the flowing water velocity is reduced, and the flow becomes a gentle flow and flows down between the massive substances 1 in the valley side direction. Therefore, there is almost no water flowing on the surface of the mountain trail A, and since there is no muddy stagnation in the scouring basin, a state suitable for walking is maintained.

【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。
In the case where the seeds of the plant are filled in the voids of the porous concrete block 4, the seeds of the plant and the seeds of the surrounding plants are placed in the voids of the porous concrete block 4 after construction. In this case, the seeds of this plant germinate due to the moisture contained in the soil in the porous concrete block 4 and the lower soil 3, respectively, and prosper and return to vegetation.

【0021】[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。
EXAMPLE A mountain trail of about 120 cm in width and 60 cm in depth, which was scoured into a U-shape, was first filled with a conglomerate having a long diameter of 10 to 40 cm to a depth of 20 cm, and 40-0 crushed stone (particles) was placed thereon. (Diameter: 40 mm to 0 mm) was spread to a thickness of 10 cm and leveled. Thereafter, the scouring area is entirely covered with a sheet made of natural palm nut fiber (palm fiber) [Nichiken Kogyo Co., Ltd. “Stella sheet” (trade name) 5 mm thick], and the adjacent non-scouring area Was also laid so as to cover approximately 10 to 30 cm.

【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。
In the non-washing area, the sheet was fixed with a nail having a length of 200 mm, a diameter of 5 mm and a hook-shaped head so that the sheet was not easily moved. And the soil on the sheet was constructed as follows. As the soil, soil for general plants marketed at a horticultural store was used, and the entire sheet was covered with soil so as to be approximately 10 cm.

【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。 〔配 合 割 合〕 〔kg/m〕 (1) 水 49.2 (2)普通ポルトラントセメント 261 〔太平洋セメント(株)製,比重3.16〕 (3) 粗 骨 材 1540 〔砕石20−10mm,比重2.60〕 (4) 高性能減水剤 5.21 〔花王(株)製,マイティ150(商品名)〕
The composition of the porous concrete block installed on the soil is shown below. [Proportion of mixing] [kg / m 3 ] (1) Water 49.2 (2) Ordinary portland cement 261 [Pacific Cement Co., Ltd., specific gravity 3.16] (3) Coarse aggregate 1540 [Crushed stone 20 -10 mm, specific gravity 2.60] (4) High performance water reducing agent 5.21 [Mighty 150 (trade name) manufactured by Kao Corporation]

【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40×4
0cm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。
The shape of the porous concrete block is as follows.
Flat plate with a cross section thickness of 5 cm and a plane part size of 40 × 4
A 0 cm porous concrete slab was produced. The porous concrete slab was laid so as to cover all the soil underneath. After the laying, a mixture of plant seeds collected in the vicinity of the construction site collected in advance on a commercially available horticultural soil was sprayed on the upper surface of the porous concrete plate, and the mixture was filled into the voids while leveling.

【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、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。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。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。
After repairing the scouring part as described above and observing it for four months after the construction, the water flow velocity was lower than before and the outflow of sediment was reduced during rainfall. The scouring part had irregular irregularities and mud, making it difficult to walk, but after the construction, it became flat, and the mud was eliminated, making it easier to walk. The seeds filled in the porous concrete plate have germinated. At the end of the rehabilitated area, the plants that had flourished in the non-rehabilitated area began to grow and take root, showing a vegetation-return effect.

【0026】[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。
The following effects can be expected by the method for restoring a mountain trail according to the present invention. (1) Rainwater that flows along mountain trails during or after rainfall,
Since the water or mud is stagnated quickly in the sidewalk, it is easy to walk. (2) Since rainwater flows down as a gentle flow inside the repair part, the outflow of earth and sand is reduced and scouring is controlled, and the amount of seepage water into the underground increases. (3) By adopting the restoration method, it is possible to restore the vegetation at the scouring site.

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

【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。
FIG. 1 is an explanatory sectional view showing a method for repairing a mountain trail according to the present invention.

【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。
FIG. 2 is an explanatory sectional view showing another method of restoring a mountain trail according to the present invention.

【図3】図2の平面説明図である。FIG. 3 is an explanatory plan view of FIG. 2;

【符号の説明】[Explanation of symbols]

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 A mountain trail 1 massive substance 2 permeable sheet 3 soil 4 porous concrete block 5 pseudo-stone-like plate

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 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。
Claims: 1. A scoured mountain trail is filled with a lump-shaped substance that does not collapse due to a load or water flow during walking to secure a foundation for a walking section and a flow path of rainwater, and then a sheet having water permeability is used. Restoration of mountain trails characterized by covering and covering the upper part with soil, and installing a porous concrete block filled with soil in the inner space on the upper part to restore vegetation and provide good walkability Method.
【請求項2】 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。
2. A scoured mountain trail is filled with a lump of substance that does not collapse due to a walking load or a water flow to secure a foundation for a walking section and a flow path of rainwater, and then covered with a sheet having water permeability. Then, cover the upper part with soil, further install a porous concrete block or pseudo-stone-like plate on the upper surface of which is attached a pseudo-stone or the like, and install a porous concrete block filled with soil in the internal voids on the left and right sides, respectively, to cover the vegetation. A method for restoring a mountain trail characterized by providing a good return and good walkability.
【請求項3】 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。
3. The method according to claim 1, wherein soil and plant seeds are filled in the internal space of the porous concrete block.
【請求項4】 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。
4. The method for repairing a mountain trail according to claim 1, wherein the massive substance 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 true JP2000234303A (en) 2000-08-29
JP4092030B2 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
JP2008255664A (en) * 2007-04-04 2008-10-23 Entec Kk Water retentive roadbed structure

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107152073B (en) * 2017-06-09 2019-04-19 张诒治 A method of deserted mountain is repaired using rubbish

Cited By (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

Also Published As

Publication number Publication date
JP4092030B2 (en) 2008-05-28

Similar Documents

Publication Publication Date Title
CN105484275B (en) A kind of high steep waste side slope reinforcement anchoring Ecosystem restoration system of mountain area wind power plant
CN106013191B (en) Environment-friendly type grass planting Concrete Highway protective slope structure and construction method
CN105961120B (en) One kind being suitable for arid biogeographic zone ecological restoration of mine side slope vegetation quick recovery method
CN106638634A (en) Road rock slope vine ecological protection structure and construction method
CN107893422B (en) A kind of reinforcement type ecological slope protection structure and its construction method
CN110698222B (en) Composite vegetation concrete for ecological protection of stone slope and preparation method thereof
CN206736931U (en) Highway Lithological Slope liana ecological safeguard structure
CN110552356B (en) Comprehensive treatment system for hanging slag on lower side slope of road in plateau area and construction method thereof
CN104652360A (en) Vegetation bag ecological slope protection construction method and vegetation bag rainwater treatment system
CN106958264A (en) A kind of highway greenbelt and its construction method
CN110557997B (en) Construction method of slope ecological restoration system
CN111593748A (en) Ecological protection structure of broken rock abrupt slope and construction method thereof
Day Design and repair for surficial slope failures
CN110184874B (en) Landscape road and construction process thereof
CN210315594U (en) Cast-in-place ecological bank protection of concrete
KR200240391Y1 (en) Block Type Vegetation Gabion Crib
KR200404318Y1 (en) Structure of slope reinforced of environment
JP2000234303A (en) Repairing method for mountain-climbing road
CN114635432A (en) Construction method of composite ecological slope protection of foundation pit
CN108575578A (en) A kind of implantation methods of hillside fields greening
CN105525551B (en) To the remodeling method and grass planting pavement structure of Wind Power Stations temporary construction road
JP2007224507A (en) Slope greening method
KR100496118B1 (en) Method to keep a green slope surface
KR100592402B1 (en) Tree-planting construction method and it's structure
CN111593747A (en) Permanent side slope ecological concrete pouring process

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