JP3862606B2 - Slope stabilization method using tree root bearing and its slope stabilization device - Google Patents

Slope stabilization method using tree root bearing and its slope stabilization device Download PDF

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Publication number
JP3862606B2
JP3862606B2 JP2002146591A JP2002146591A JP3862606B2 JP 3862606 B2 JP3862606 B2 JP 3862606B2 JP 2002146591 A JP2002146591 A JP 2002146591A JP 2002146591 A JP2002146591 A JP 2002146591A JP 3862606 B2 JP3862606 B2 JP 3862606B2
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log
planting pot
planting
slope stabilization
root system
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JP2003336262A (en
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勉 内田
克行 柳内
卓 松下
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Japan Conservation Engineers Co Ltd
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Japan Conservation Engineers Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、樹木根系支圧による斜面安定工法及びその樹木根系支圧による斜面安定装置に関するもので、地山に残っている樹林・樹木を極力保全しながら、荒廃した裸地に樹木を植栽し、異常外力にも耐え得る健全な樹林化を創出することを目的とする。
【0002】
【従来の技術】
我が国は急峻な地形、脆弱な地質、多雨といった災害が発生しやすい自然条件に加え、低地に人口が集中するため、山腹斜面、谷出口まで過密な土地利用が行われている。
【0003】
その結果として山腹崩壊、落石、土石流、雪崩等の災害の危険性が高い。上記のような災害の危険に対して、人命・財産の保全を目的として山腹崩壊、落石防止工法、土砂流出防止工法、雪崩防止工法が施工されてきた。しかしこれまでの工法は、災害防止という機能面を重視するためにコンクリート、鋼材を主とした工法であり、植生の破壊を伴う大規模な土工を伴う例も多かった。
【0004】
一方、近年においては景観・地域環境・地球環境問題への対応から緑の保全が注目され、上記在来のような機能面重視の工法への反省が行われている。すなわち、緑=樹木を利用した災害防止工法の必要性が求められている。
【0005】
「斜面安定化工法の現状」
斜面安定化工法には法枠を配置する法枠工法、斜面にコンクリート・モルタル等を吹き付ける吹付工、それらの工法に併用されるロックボルト、アンカー工法、また杭材と横矢板による土留柵工法等がある。
【0006】
「植栽の現状」
上記の工法に加え、樹木の根系により表層土を固定し、且つ景観・環境を保全する目的で法面内への植栽も行われている。
【0007】
「防災を目的とした樹林帯の現状」
上記に加え、さらに積極的に防災目的で樹木を利用するため、崩壊・落石・雪崩危険箇所内もしくは下部に植栽によって樹林帯を育成し、落石、崩壊土、雪崩災害を樹林によって緩衝しようとする防災樹林帯(災害緩衝林)の造成が行われている。また、土砂氾濫範囲に樹林帯を育成し、河・渓流からの流出土砂を樹林によって捕捉する防災樹林帯(砂防林)の造成も行われている。
【0008】
【発明が解決しようとする課題】
「斜面安定化工法に対する課題」
上記従来利用されている法枠工、土留柵工は緑の保全のために大間隔での配置等が試みられてはいるが、施工に当たっては土工を伴い、現存植生を全く破壊せず施工することは困難である。
【0009】
基盤内に達するロックボルト、アンカーを打設し崩壊土層を縫いつける工法は崩壊防止の有効な手段ではあるが、移動する土層を支圧することが必要であり,支圧工法として受圧板、法枠工、吹付工が併用されている。これらは支圧面積を確保するため、植生が侵入することができない面積となり、緑の保全という視点から問題が大きい。
【0010】
上記の問題点に対して,ロックボルト頭部同士をワイヤロープで結合する工法の発明も提供されているが、ワイヤロープによる支圧効果の評価が困難であること,頭部支圧版、ワイヤー等の人工構造物が地表に露出し景観上問題があること、ワイヤロープが地表をネットワーク状に被うことから、追加植栽等の施工後の土地利用上に支障を来すことなどの課題があった。
【0011】
孔隙のある植鉢とロックボルトを固着し,植鉢に植栽し植鉢より外方伸長する樹木の根系によって支圧効果を得ようとするルートメイク工法も発明されているが、この工法では根系が伸長し支圧効果を有するまでに10年以上の年月を必要とし、その間に崩壊が発生した場合には崩壊土層を支圧することができず、十分な効果が発揮できないという課題がある。
【0012】
「植栽に対する課題」
植栽による斜面安定化効果は根系の発達している範囲に限られる。表層土が薄い場合には根系は基盤岩内に根系を伸長させることができず、表層土が板状に崩壊することには効果を有しない。また、そのような地盤条件では表層崩壊・風・積雪等の荷重によって樹木は容易に倒れ、倒木が累積した荒廃した斜面状況を呈する。
【0013】
植栽木の倒伏に対しては支柱による支持が一般的であるが、景観上望ましくないこと、定期的な維持管理が必要であるという問題点がある。また市街地の植栽では景観面の問題点を改善するために地中内に支持機構をもつ地中支柱も用いられているが、高額であると共に、規模の大きな掘削を必要とする。
【0014】
「防災樹林帯(災害緩衝林,砂防林)に対する課題」
防災樹林帯は雪崩・崩壊土砂・落石の捕捉,拡散防止、また渓流における土砂氾濫範囲での堆積の促進と拡散防止が目的であるが、大きな外力が作用した場合、倒伏が生じて機能を発揮することができない。また倒木化や流木化した樹林はそれ自体が新たな二次災害を発生する可能性が高く、渓流における防災樹林帯では流木による被害防止のため下流に流木止め工を設置する等の措置がとられている。
【0015】
本発明は、上記のような処置における、斜面崩壊を防止するための斜面安定化工法、植栽木の支持工法の問題点を改善し、河川・渓流からの土砂流出防止を実現することを目的とし、次の点を達成しようとするものである。
【0016】
(1) ロックボルト、アンカーによる崩壊土層を固定する部材が地表に表れず、景観・環境上の最善の斜面安定化工法を実現すること、(2) 樹木の根系が成長して支圧機能を発現するまでの期間も、補助工法により有効な支圧機能を有する工法であること、(3) 材料、施工ともに簡便な植栽木の支持工法であること、(4) 上記(3)の機能により、防災樹林帯(災害緩衝林、砂防林)を補強し、且つ樹木が倒伏しても原位置からの流出を防止する工法であること、などである。
【0017】
【課題を解決しようとする手段】
そこで、本発明は上記在来工法の課題を解決し、且つ発明の目的を達成するために提供するものである。
【0018】
本発明の第1は樹木根系支圧による斜面安定工法において、地山の表土面からすべり面層の間に隙間を有する半球面形の植栽ポットをロックボルトを介して設置し、その半球面形の植栽ポットに植栽した樹木の根系が成長によって当該植栽ポットの隙間から無指向状態で外方に伸張通過し、且つ肥大によって当該植栽ポットと一体化すると共に地中に根系が張り出すようにしたものである。
【0019】
本発明の第2は樹木根系支圧による斜面安定装置において、半球面形の植栽ポットを底面部位が半球面形に湾曲した金属線材又は強化プラスチックで隙間ができるように成形し、その半球面形の内底部に貫通したロックボルトの頭部を支圧プレートを介してナットで連結固定したものである。
【0020】
本発明の第3は第2の発明に係る樹木根系支圧による斜面安定装置において、半円球面形の植栽ポットの対向外面に固定金具を設け、当該固定金具を丸太伏せ工の丸太筋を形成する丸太材に装着したものである。
【0021】
【発明の実施形態】
傾斜地又は平坦地の表土を掘削してその安定地盤内に植裁ポット用の穴を形成する。その穴から基盤層に達するまで地中にロックボルトを頭部を残して打設した後、半球面形の植栽ポットを穴に収容すると共に、植栽ポット内底部に支圧プレートを当て、これに、前記ロックボルトの頭部を植栽ポットの底部から支圧プレートに貫通してナットで固定する。そして、穴に収容設置した植栽ポットに樹木の根系を客土と一緒に収容する。
【0022】
【実施例】
次に、本発明の実施例を図面に即して説明する。1は半球面形の植裁ポット、2は植裁ポットの頭部リング、3は植裁ポットの底部プレート、4は半球面形の植裁ポットを形成する縦筋体、5は同じく植裁ポットを形成する横筋体であり、その両筋体4・5は金属線材又はポリエチレンネットにアラミド繊維を挿入した鋼材、ワイヤー、強化プラスチック、強化繊維などの素材を用いて網目や格子窓などの隙間6を形成する。前記隙間の目合いは50mm×70mm程度に設定してある。
【0023】
7は植裁ポット固定用の長尺ロックボルトであり、その頭部を植裁ポット1の底部の隙間6から貫通し、さらに孔81のあいている支圧プレート8に挿通してナット9で締付け固定するようになっている。前記支圧プレートの底面は植裁ポットの内底面になじむ湾曲面に成形されている。10は地山の土壌層であり、植裁木の根が十分に伸びて地中に根張りができる厚さtに設定しておく。11は基盤層、12は植裁ポットの設置用の穴、13は丸太伏せ工における丸太の設置用穴、14は丸太伏せ工における丸太筋を形成する丸太材、15は植裁ポットにおける直径方向の対向外面に設けた丸太装着用の固定金具、16は丸太材14に固定金具15を止着する釘又はボルト、17は丸太材同士の木口を接続し又は丸太材同士をT字状に結合するためのカスガイである。
【0024】
【具体的な施工例】
「施工例1」
本発明による施工例1を説明する。図1〜図4において、地山斜面の法肩から法先(又は法先から法肩)に向かって約3.0mの間隔で、且つ左右方向に2.0m間隔で植裁ポット収納用の穴12を掘削し、当該穴に植裁ポットに連結する長尺のロックボルト7を適当な方向に向けて基盤層11に届くまで打ち込み、そのロックボルトの頭部71だけを穴12の内壁面から突出しておく。前記穴12の掘削は、自穿孔方式、削岩機、ボーリングマシンによって行うものとし、グラウトを行うものとする。次に、植裁ポット1を穴12に収納すると共に、植裁ポット底部11の隙間6にロックボルト7の頭部を貫通させて支圧プレート8の孔81に挿通してナット9を締め付けて当該植裁ポットを穴12の中に固定する。
【0025】
次にクロマツ、ヤマサクラ、ヤナギ、ネズミモチ等を可とする植栽木Aの根株部分を植裁ポット1内に収納して適宜肥料を混入した土を被せて適度に踏み固める。そして、期間の経過によりポット内の植栽木Aは根系A1が横及び斜めの無指向に伸張と肥大成長して植裁ポット1と一体化すると共に、その隙間6からポットの外方に延出して地中に根が張る。
【0026】
「施工例2」
図5〜図8は本発明に係る施工例2を説明するものである。ロックボルト7頭部71を植栽ポット1に隙間6を通じて貫通させて設置した後,孔付き支圧プレート8をロックボルト7に挿通させ、ナット9によってボルト頭部71と植栽ポット1を穴12に固着させるまでは実施例1と同様である。
【0027】
植栽木Aの根系A1が伸長して支圧効果を発揮するまでの間の補助的手段として丸太材14を丸太材固定金具15によって頭部リング2に固定する。固定後した後、植栽ポット1に植栽木Aを収容し、適宜肥料等を土に混入して、実施例2の設置を完了する。
【0028】
丸太材14を地山に敷設した後,丸太材固定金具15を固定ボルト16によって植裁ポット上部の頭部リング2に固定する。また、丸太材固定金具15と丸太材14は釘若しくはボルト16によって固着して当該植裁ポットと丸太材14を一体化する。丸太材は植栽木の根系A1が伸長し支圧効果を得るまでの間、地表で根系の代替効果を果たし、表層土を固定する。
【0029】
図8は施工例2の構造によりロックボルト7、植栽ポット1、丸太材14を一体化したうえで水平方向に配置した場合の例である。植栽ポット1を複数個配置し、丸太材14を地山斜面に水平方向に敷設し、各丸太材同士の木口を接合し、この部位にカスガイ17を打ち込んで結合することにより丸太筋を形成して表層土を面的に固定すると同時に、流水を分散させ水路16に導く筋工の効果があり、表面浸食の防止を図ることができる。
【0030】
図9は施工例2の構造によりロックボルト7、植栽ポット1、丸太材14を一体化したうえで地山斜面に格子状に配置した場合の例である。植栽ポット1を複数個配置し、丸太材14を斜面に垂直方向と水平方向に交互に敷設し、各丸太材同士の木口を接合し、この部位にカスガイ17を打ち込んで丸太筋を形成するほか、丸太材同士をT字形結合し、この部位にカスガイ17を打ちこむことによって格子形を形成して表層土を面的に固定する法枠工の効果を得る。
【0031】
図1は施工例1及び施工例2において植栽木Aが成長し、根系A1が土壌層10において水平方向ないし斜め方向に伸長している状況を示したものである。根系A1が伸長すればロックボルト7の引き力は植生ポット1を介して根系A1に伝達され、面上に広がった根系A1の支圧効果により斜面の安定化を図ることができる。
【0032】
また、根系A1が伸長した段階では丸太材14は腐朽により効果を失っても問題はない。すなわち、支圧効果を施工直後は丸太材14であったものが、期間の経過にしたがって根系A1へと移行させることにより,斜面安定効果を継続的に維持できる。
【0033】
上記の斜面安定工法のほかに,ロックボルト7は基盤層11に達する垂直根の役割を果たすため、樹木の倒伏に対する抵抗力として作用し、簡便な地中支柱としての機能を有する。
【0034】
【発明の効果】
本発明は上記の構成であるから、斜面の崩壊防止と既往樹木の保全と創出が図れる。具体的には、第1に植裁ポットと、これに支圧プレートを介して連結した棒状補強材の組み合わせによって、移動土塊の耐滑りを補強する。第2に樹木の生長に伴い根系が横及び斜め方向に伸張・肥大生長することにより、植裁ポットと根系が一体化する。第3に当該植裁ポットに根系が一体化することにより、樹木の根系は補強材の効果により大地をしっかりと包み込み、樹木自体の根返りを起こさず、健全な樹林地が創造され且つ維持される。
【0035】
そして、上記の斜面安定工法、植栽木の支持工法のほかに、災害緩衝林に本工法を併用することによりロックボルトは基盤層に達する垂直根の役割を果たすため,樹木の倒伏に対する抵抗力として作用し、災害緩衝林を補強する。また、樹木の倒伏が生じても、根系、ポット、ロックボルトの一体性は失われないため、原位置からの流出を防ぎ、流木による二次災害を予防することができる。
【0036】
【図面の簡単な説明】
【図1】 本発明に係る樹木根系支圧による斜面安定工法及びその斜面安定工法の施工完成状態の側面図である。
【図2】 本発明に係る樹木根系支圧による斜面安定工法用及びその斜面安定工法用の植栽ポットの側面図である。
【図3】 法面に植栽ポット収納用穴を掘削し、その穴内からロックボルトを打ち込んだ縦断面図である。
【図4】 植栽ポットを穴内に収容すると共に隙間を介してロックボルトの頭部に結合した側面図である。
【図5】 図4において、植裁ポットに対する丸太材取付金具及び丸太材の取付け方を示す側面図である。
【図6】 植裁ポットに丸太材取付金具及び丸太材を取付けた状態を示す一部の平面図である。
【図7】 図6に示す植裁ポット及び丸太材の一部の正面図である。
【図8】 丸太材の配置方法及び植裁ポットの配置方法を示す平面図である。
【図9】 図8に示す丸太材及び植裁ポットの他の配置方法を示す平面図である。
【符号の説明】
1……半円球状の植栽ポット
2……頭部リング
3……底部プレート
4……植栽ポット用縦筋体
5……植栽ポット用横筋体
6……隙間
7……ポットアンカー用ロックボルト
8……支圧プレート
9……固定用ナット
10……土壌層
11……基盤層
12……植裁ポット設置用の穴
13……丸太材設置用の穴
14……丸太材
15……丸太材固定用金具
16……釘若しくはボルト
17……カスガイ
18……水路工
A……植裁木
[0001]
BACKGROUND OF THE INVENTION
TECHNICAL FIELD The present invention relates to a slope stabilization method using a tree root system support and a slope stabilization device using the tree root system support, and it is possible to plant trees on a devastated bare land while preserving the remaining forest and trees as much as possible. The objective is to create a healthy forest that can withstand abnormal external forces.
[0002]
[Prior art]
In Japan, in addition to natural conditions that are prone to disasters such as steep terrain, fragile geology, and heavy rains, the population is concentrated in the lowland area, so overlying land is used to the hillside slope and valley exit.
[0003]
As a result, there is a high risk of disasters such as mountainside collapse, falling rocks, debris flow, and avalanches. In order to protect human life and property, the hillside collapse, falling rock prevention method, earth and sand runoff prevention method, and avalanche prevention method have been implemented in order to protect human life and property. However, the conventional construction methods have mainly been made with concrete and steel materials in order to emphasize the functional aspect of disaster prevention, and there have been many cases involving large-scale earthworks with vegetation destruction.
[0004]
On the other hand, in recent years, green conservation has attracted attention for its response to landscape, regional environment, and global environmental problems, and reflections are being made on the above-mentioned construction method with an emphasis on functionality. In other words, there is a need for a disaster prevention method using green = trees.
[0005]
“Current status of slope stabilization method”
The slope stabilization method is a method of placing a method frame, the spraying method of spraying concrete, mortar, etc. on the slope, the rock bolts used in those methods, the anchor method, and the earth retaining fence method using pile materials and side sheet piles, etc. There is.
[0006]
"Current status of planting"
In addition to the above construction methods, planting in the slope is also carried out for the purpose of fixing the surface soil with the root system of the tree and preserving the landscape and environment.
[0007]
“Current status of forest zones for disaster prevention”
In addition to the above, in order to more actively use trees for disaster prevention, we try to cultivate a forest zone by planting in or below the danger of falling, falling rocks, and avalanches, and try to buffer falling rocks, collapsed soil, and avalanche disasters with trees Disaster prevention forest zone (disaster buffer forest) is being developed. In addition, forest zones are cultivated in the area of inundation, and disaster prevention forest zones (sabo forests) that capture runoff from rivers and mountain streams are also being developed.
[0008]
[Problems to be solved by the invention]
"Problems for slope stabilization method"
Although the above-mentioned conventional frame works and retaining fences have been tried to be arranged at large intervals for green conservation, they will be constructed without disrupting existing vegetation at all, with earthwork. It is difficult.
[0009]
The method of placing rock bolts and anchors reaching the base and sewing the collapsed soil layer is an effective means of preventing collapse, but it is necessary to support the moving soil layer. Frame work and spray work are used together. These are areas where vegetation cannot invade in order to secure the bearing area, and are problematic from the viewpoint of green conservation.
[0010]
Although the invention of the construction method which couple | bonds lock bolt heads with a wire rope with respect to said problem is also provided, evaluation of the bearing effect by a wire rope is difficult, a head bearing plate, a wire There is a problem in landscape use because artificial structures such as are exposed on the ground surface, and wire ropes cover the ground surface in a network form, causing problems in land use after construction such as additional planting was there.
[0011]
A root make method is also invented, in which a potted plant with a hole and a rock bolt are fixed, and a rooting system is attempted to obtain a bearing effect by the root system of the tree that is planted in the plant and extends outward from the plant. It takes 10 years or more for the root system to grow and have a bearing effect, and if collapse occurs during that time, the collapsed soil layer cannot be supported and sufficient effects cannot be exerted. is there.
[0012]
"Challenges for planting"
The slope stabilization effect by planting is limited to the area where the root system is developed. When the surface soil is thin, the root system cannot extend into the basement rock, and it has no effect on the surface soil collapsed into a plate shape. Moreover, under such ground conditions, trees easily fall down due to loads such as surface layer collapse, wind, and snow, resulting in a degraded slope condition where accumulated fallen trees.
[0013]
Support for the lodging of planted trees is generally supported by a support, but there are problems in that it is not desirable for the landscape and that regular maintenance is required. In urban planting, underground struts with support mechanisms are also used in the ground to improve landscape problems, but they are expensive and require large-scale excavation.
[0014]
"Problems for disaster prevention forest zone (disaster buffer forest, sabo forest)"
The purpose of the disaster-prevention forest zone is to capture and prevent avalanches, collapsed sediment and rock fall, and to promote and prevent the accumulation of sediments in the area of inundation in mountain streams. Can not do it. In addition, fallen trees and drifted forests themselves are likely to cause new secondary disasters. In disaster prevention forest zones in mountain streams, measures such as installing driftwood stopers downstream to prevent damage from driftwood It has been.
[0015]
The object of the present invention is to improve the problems of the slope stabilization method for preventing slope collapse and the support method for planted trees in the above-described treatment, and to prevent sediment discharge from rivers and mountain streams. Is to achieve the following points.
[0016]
(1) Realize the best slope stabilization method in terms of landscape and environment, because the members fixing the collapsed soil layer by rock bolts and anchors do not appear on the ground surface, (2) The root system of the tree grows and the bearing function (3) The support method for planted trees is simple for both materials and construction, and (4) the function of (3) above. Therefore, it is a construction method that reinforces the disaster prevention forest zone (disaster buffer forest, sabo forest) and prevents outflow from the original position even if the trees fall down.
[0017]
[Means to solve the problem]
Therefore, the present invention is provided in order to solve the problems of the conventional construction method and to achieve the object of the invention.
[0018]
The first aspect of the present invention is a slope stabilization method using a tree root system bearing pressure, in which a hemispherical planting pot having a gap between a surface soil surface and a slip surface layer of a natural ground is installed via a rock bolt, and the hemispherical surface thereof. The root system of the tree planted in the shaped planting pot extends outward from the gap between the planting pots in an omnidirectional state due to growth, and is integrated with the planting pot by hypertrophy and the root system in the ground It is intended to overhang.
[0019]
The second aspect of the present invention is a slope stabilization device using a tree root system bearing pressure, in which a hemispherical planting pot is molded with a metal wire or reinforced plastic having a bottom surface curved into a hemispherical shape, and its hemispherical surface is formed. The head of a lock bolt that penetrates the inner bottom of the shape is connected and fixed with a nut through a support plate.
[0020]
According to a third aspect of the present invention, there is provided a slope stabilization apparatus using tree root support pressure according to the second aspect of the present invention, wherein a fixing bracket is provided on the opposing outer surface of the semi-spherical planting pot, and the fixing bracket is provided with a log of the log prone work. It is attached to the log material to be formed.
[0021]
DETAILED DESCRIPTION OF THE INVENTION
Drilling the topsoil of sloped land or flat land to form holes for planting pots in the stable ground. After placing the bolt in the ground leaving the head from the hole until it reaches the base layer, the hemispherical planting pot is accommodated in the hole, and the bearing plate is applied to the bottom of the planting pot, To this, the head of the lock bolt is passed through the bearing plate from the bottom of the planting pot and fixed with a nut. And the root system of a tree is accommodated with a soil in a planting pot accommodated and installed in the hole.
[0022]
【Example】
Next, embodiments of the present invention will be described with reference to the drawings. 1 is a hemispherical planting pot, 2 is a head ring of the planting pot, 3 is a bottom plate of the planting pot, 4 is a vertical line forming a hemispherical planting pot, and 5 is also a planting. The horizontal muscles that form the pot, and both of the muscles 4 and 5 are gaps such as meshes and lattice windows using materials such as metal wire or steel material with aramid fibers inserted into a polyethylene net, wire, reinforced plastic, and reinforcing fiber. 6 is formed. The mesh of the gap is set to about 50 mm × 70 mm.
[0023]
7 is a longitudinal locking bolt for planting pot fixed, the nut 9 is inserted the head through the gap 6 at the bottom of the planting pot 1, the bearing capacity plate 8 are open further the hole 8 1 It is designed to be tightened and fixed. The bottom surface of the bearing plate is formed into a curved surface that is compatible with the inner bottom surface of the planting pot. Reference numeral 10 denotes a soil layer of a natural ground, which is set to a thickness t at which the roots of the planted tree are sufficiently stretched to be rooted in the ground. 11 is a base layer, 12 is a hole for placing a planting pot, 13 is a hole for placing a log in a log-laying process, 14 is a log material forming a log line in the log-laying process, 15 is a diameter direction in the planting pot A fixing bracket for mounting a log provided on the opposite outer surface of 16, 16 is a nail or bolt for fixing the fixing bracket 15 to the log member 14, and 17 is a joint between the log members connected to each other in a T shape. It is a snail to do.
[0024]
[Specific construction examples]
"Example 1"
The construction example 1 by this invention is demonstrated. 1 to 4, the planting pots are stored at intervals of about 3.0 m from the shoulder of the natural slope to the tip (or from the tip to the shoulder) and at intervals of 2.0 m in the left-right direction. drilled holes 12, driving to reach the lock bolt 7 elongated connecting the planting pot to the hole in the base layer 11 toward the appropriate direction, of the hole 12 only head 7 1 of the lock bolt Project from the wall. The hole 12 is excavated by a self-drilling method, a rock drill, or a boring machine, and grouted. Next, the housing a planting pot 1 into the hole 12, the nut 9 is inserted into the hole 81 of Bearing plates 8 by penetrating the head of the lock bolt 7 in the gap 6 of the planting pot bottom 1 1 Tighten to fix the planting pot in the hole 12.
[0025]
Next, the root stock portion of the planting tree A that allows black pine, wild cherry, willow, murine mochi, etc., is stored in the planting pot 1 and covered with soil mixed with fertilizer as appropriate, and solidified appropriately. Then, with the passage of time, the planted tree A in the pot is integrated with the planting pot 1 by extending and enlarging the root system A 1 laterally and obliquely omnidirectionally, and extends from the gap 6 to the outside of the pot. Take out and roots in the ground.
[0026]
"Example 2"
5 to 8 illustrate a construction example 2 according to the present invention. After the rock bolt 7 head 7 1 is installed through the planting pot 1 through the gap 6, the support plate 8 with holes is inserted into the lock bolt 7, and the bolt head 7 1 and the planting pot 1 are inserted by the nut 9. The process is the same as that of Example 1 until the is fixed to the hole 12.
[0027]
The log material 14 is fixed to the head ring 2 by the log material fixing bracket 15 as an auxiliary means until the root system A 1 of the planted tree A extends and exhibits the bearing effect. After fixing, the planting tree A is accommodated in the planting pot 1, and a fertilizer etc. are mixed in soil suitably and the installation of Example 2 is completed.
[0028]
After laying the log material 14 on the natural ground, the log material fixing bracket 15 is fixed to the head ring 2 above the planting pot by the fixing bolt 16. Further, the log material fixing bracket 15 and the log material 14 are fixed by a nail or a bolt 16 so that the planting pot and the log material 14 are integrated. The log material plays an alternative effect of the root system on the surface and fixes the surface soil until the root system A 1 of the planted tree grows and obtains a supporting effect.
[0029]
FIG. 8 shows an example in which the lock bolt 7, the planting pot 1, and the log material 14 are integrated and arranged in the horizontal direction by the structure of the construction example 2. A plurality of planting pots 1 are arranged, the log material 14 is laid horizontally on the ground slope, the log ends of each log material are joined together, and a log bar 17 is driven into and bonded to this part to form a log bar. As a result, the surface soil is fixed in a plane, and at the same time, there is an effect of stiffening and distributing the flowing water to the water channel 16, and surface erosion can be prevented.
[0030]
FIG. 9 shows an example in which the lock bolt 7, the planting pot 1, and the log material 14 are integrated with the structure of the construction example 2 and then arranged in a grid pattern on the natural slope. A plurality of planting pots 1 are arranged, the log members 14 are alternately laid on the slopes in the vertical direction and the horizontal direction, the ends of the log members are joined together, and the mussel 17 is driven into this part to form the log bars. In addition, a log frame is formed by joining the logs together in a T-shape and driving a squirrel 17 into this portion, thereby obtaining the effect of a frame work that fixes the surface soil surface.
[0031]
FIG. 1 shows a situation in which planted tree A grows in construction example 1 and construction example 2, and root system A 1 extends in a horizontal direction or an oblique direction in soil layer 10. If the root system A 1 extends, the pulling force of the lock bolt 7 is transmitted to the root system A 1 through the vegetation pot 1, and the slope can be stabilized by the support effect of the root system A 1 spreading on the surface.
[0032]
Further, at the stage where the root system A 1 is elongated, there is no problem even if the log material 14 loses its effect due to decay. That is, the slope stabilizing effect can be continuously maintained by shifting the bearing effect from the log material 14 immediately after the construction to the root system A 1 as time passes.
[0033]
In addition to the slope stabilization method described above, the rock bolt 7 serves as a vertical root reaching the base layer 11, and thus acts as a resistance against the fall of trees and functions as a simple underground support.
[0034]
【The invention's effect】
Since the present invention has the above-described configuration, it is possible to prevent slope collapse and to preserve and create existing trees. Specifically, a planting pot with the first, by which the combination of the rod-like reinforcing member which is connected via a bearing capacity plate reinforces the Ri anti-slip of the moving soil mass. Secondly, the root system expands and enlarges in the horizontal and diagonal directions as the tree grows, so that the planting pot and the root system are integrated. Thirdly, by integrating the root system into the planting pot, the root system of the tree firmly wraps the ground by the effect of the reinforcing material, and does not cause the tree itself to turn over, creating and maintaining a healthy forest land. The
[0035]
In addition to the slope stabilization method and the planting tree support method described above, the rock bolt acts as a vertical root that reaches the base layer by using this method together with the disaster buffer forest. Act and reinforce the disaster buffer forest. In addition, even if the fall of the tree occurs, the integrity of the root system, pot, and rock bolt is not lost, so it is possible to prevent outflow from the original position and prevent secondary disasters caused by driftwood.
[0036]
[Brief description of the drawings]
BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is a side view of a slope stabilization method using a tree root bearing pressure according to the present invention and a completed state of the slope stabilization method.
FIG. 2 is a side view of a planting pot for a slope stabilization method and a slope stabilization method using a tree root system support pressure according to the present invention.
FIG. 3 is a longitudinal sectional view in which a planting pot storage hole is excavated on the slope and a lock bolt is driven from the hole.
FIG. 4 is a side view in which a planting pot is accommodated in a hole and coupled to the head of a lock bolt through a gap.
FIG. 5 is a side view showing how to attach the log member mounting bracket and the log member to the planting pot in FIG. 4;
FIG. 6 is a partial plan view showing a state in which the log member mounting bracket and the log member are mounted on the planting pot.
FIG. 7 is a front view of a part of the planting pot and log shown in FIG. 6;
FIG. 8 is a plan view showing a method for arranging logs and a method for arranging planting pots.
9 is a plan view showing another arrangement method of the log and the planting pot shown in FIG.
[Explanation of symbols]
1 …… Semi-circular spherical planting pot 2 …… Head ring 3 …… Bottom plate 4 …… Vertical strip for planting pot 5 …… Horizontal strip for planting pot 6 …… Gap 7 …… For pot anchor Lock bolt 8 ... Supporting plate 9 ... Nut 10 for fixing ... Soil layer 11 ... Base layer 12 ... Hole 13 for planting pot installation ... 14 Hole for log installation ... Log material 15 ... ... Log fixing brackets 16 ... Nails or bolts 17 ... Kasugai 18 ...

Claims (1)

半円球面形の植栽ポット(1)を底面部位 (1 1 ) が半球面形に湾曲した金属線材又は強化プラスチックで隙間 (6) ができるように成形し、その対向外面に固定金具(15)を設け、当該固定金具を丸太伏せ工の丸太筋を形成する丸太材(14)に装着したことを特徴とする樹木根系支圧による斜面安定装置。A semi-spherical planting pot (1) is formed so that a gap (6) is formed with a metal wire or reinforced plastic whose bottom surface part (1 1 ) is curved into a hemispherical shape, and fixed metal fittings (15 ) is provided, slope stability device according tree root system Bearing for the fixing member, characterized in that attached to the round timber to form a log muscle logs prone Engineering (14).
JP2002146591A 2002-05-21 2002-05-21 Slope stabilization method using tree root bearing and its slope stabilization device Expired - Lifetime JP3862606B2 (en)

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Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3626049A4 (en) * 2017-05-26 2020-11-04 Yamagata Kaihatsu Kogyo Co.,Ltd. Treefall prevention tool and treefall prevention method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3626049A4 (en) * 2017-05-26 2020-11-04 Yamagata Kaihatsu Kogyo Co.,Ltd. Treefall prevention tool and treefall prevention method

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