JP2007297889A - Slope planting method - Google Patents

Slope planting method Download PDF

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JP2007297889A
JP2007297889A JP2006129068A JP2006129068A JP2007297889A JP 2007297889 A JP2007297889 A JP 2007297889A JP 2006129068 A JP2006129068 A JP 2006129068A JP 2006129068 A JP2006129068 A JP 2006129068A JP 2007297889 A JP2007297889 A JP 2007297889A
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anchor
greening
retaining plate
base
sloped
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Dan Makino
暖 牧野
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<P>PROBLEM TO BE SOLVED: To provide a slope planting method capable of promoting the grow of plants. <P>SOLUTION: When a plurality of planting anchors 4 each including an anchor member 2 fixed to a slope 1 and a sheathing board 3 fixed to the anchor member 2 are fixed to the slope 1 at intervals and a foundation material 5 is sprayed to the slope 1, the foundation material 5 is sprayed so that the thickness of the foundation material 5 applied to the mountain side of the sheathing board 3 of each planting anchor 4 is reduced from the sheathing board 3 toward a mountain side to form a planting promotion surface 6 more gentle in inclination than the slope 1 on the upper surface of the foundation material 5. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、山の傾斜地、特にコンクリ−トやモルタル等を施工した擁壁面を緑化するのに好適な傾斜地緑化工法に関する。   The present invention relates to an inclined land greening method suitable for greening mountain slopes, particularly retaining walls on which concrete, mortar, or the like has been constructed.

コンクリ−トやモルタル等を打設して強化した擁壁面は、固化したコンクリ−トが露出して景観を害するとともに、自然環境を損なうことから、新設の擁壁面は勿論のこと、既設の擁壁面においても、緑化工事が推進されている。   The retaining wall, which is reinforced by placing concrete or mortar, exposes the solidified concrete and damages the landscape and damages the natural environment. Greening work is also being promoted on the walls.

緑化工事の方法としては、擁壁面に打ち込まれるアンカーピンと、アンカーピンに固定した土留板とを備えた緑化用アンカーを用い、この緑化用アンカーを傾斜地の傾斜方向及び直交方向に相互に間隔をあけて複数固定した後、土留板が略埋まるまで傾斜地に対して基盤砂を吹き付け施工し、次に基盤砂の上側に保護網を敷設施工し、その後植生基盤を保護網上に吹き付け施工する傾斜地緑化工法が提案され、実施されている(例えば、特許文献1参照。)。   As a method of greening construction, a greening anchor having an anchor pin driven into a retaining wall and a retaining plate fixed to the anchor pin is used, and the greening anchors are spaced apart from each other in the inclination direction and the orthogonal direction of the slope. After fixing a plurality of landslides, spray the foundation sand onto the sloped land until the retaining plate is almost filled, then lay a protective net on the upper side of the basement sand, and then spray the vegetation base on the protective net and then plant the sloped land. A construction method has been proposed and implemented (for example, see Patent Document 1).

また、植生基盤として、植物種子と、種子の発芽・育生を行うための土壌改良材と、肥料等を混合した植生基盤を用い、植物の生育を促進するように構成した傾斜地緑化工法も提案され、実施されている(例えば、特許文献2参照。)。
特開平10−37220号公報 特開平7−48841号公報
In addition, a vegetation base that uses plant seeds, a soil improvement material for seed germination and growth, and a vegetation base mixed with fertilizers, etc., is proposed to promote plant growth. (See, for example, Patent Document 2).
JP-A-10-37220 JP 7-48841 A

ところで、植物は、傾斜面よりも水平面の方が育ち易いことが知られているが、擁壁等においては45°以上の急勾配の場合も多々あり、特許文献1、2記載の傾斜地緑化工法では、吹き付けた基盤材の表面が擁壁面と略並行な傾斜面となる関係上、どうしても植物の生育が遅くなるという問題があった。   By the way, it is known that plants grow more easily in the horizontal plane than in the inclined plane, but there are many cases where the retaining wall or the like has a steep slope of 45 ° or more. Then, there is a problem that the growth of the plant is inevitably slowed because the surface of the sprayed base material becomes an inclined surface substantially parallel to the retaining wall surface.

本発明の目的は、植物の生育を促進し得る傾斜地緑化工法を提供することである。   An object of the present invention is to provide an inclined land planting method capable of promoting the growth of plants.

本発明に係る傾斜地緑化工法は、傾斜地に固定されるアンカー材と、アンカー材に固定した土留板とを備えた緑化用アンカーを用い、複数の緑化用アンカーを相互に間隔をあけて傾斜地に対して固定した後、傾斜地に対して基盤材を吹き付け施工する際に、各緑化用アンカーの土留板の山側に施工する基盤材の厚さが、土留板から山側へ行くにしたがって薄くなるように基盤材を吹き付け施工して、基盤材の上面に傾斜地よりも緩傾斜の緑化促進面を形成するものである。   The slope greening method according to the present invention uses a greening anchor having an anchor material fixed to the sloped land and a retaining plate fixed to the anchor material, and a plurality of greening anchors are spaced from each other with respect to the sloped land. After fixing the base material, the base material to be applied on the mountain side of the retaining plate of each greening anchor becomes thinner as it goes from the retaining plate to the mountain side. The material is sprayed to form a greening promotion surface that is gentler than the slope on the upper surface of the base material.

この傾斜地緑化工法では、傾斜面に対して緑化用アンカーを施工した後、基盤材を吹き付け施工するときに、緑化用アンカーの土留板の山側に施工する基盤材の厚さが、土留板から山側へ行くにしたがって薄くなるように基盤材を吹き付け施工して、基盤材の上面に傾斜地よりも緩傾斜の緑化促進面を形成するので、緑化促進面における植物の生育を促進できる。また、緑化促進面が緩傾斜になるので、降雨による基盤材の流失も抑制できる。   In this sloped planting method, after the greening anchor is installed on the inclined surface, when the base material is sprayed, the thickness of the base material to be installed on the peak side of the retaining plate of the greening anchor is The base material is sprayed so as to become thinner as it goes, and a greening promotion surface with a gentler slope than the sloped land is formed on the upper surface of the base material, so that plant growth on the greening promotion surface can be promoted. Moreover, since the greening promotion surface has a gentle slope, the loss of the base material due to rainfall can be suppressed.

ここで、前記基盤材として基盤砂と植生基盤とを用い、基盤砂を吹き付け施工した後、基盤砂の上側に保護網を施工し、その後植生基盤を保護網上に吹き付け施工することが好ましい実施の形態である。この場合には、基盤材の吹き付け厚さが厚い場合に特に有効である。つまり、基盤材としては、バーク堆肥、木質破砕チップ等の母材に対して、植物の種子や肥料や結合材を混合した植生基盤が広く使用されているが、吹き付け厚さが厚い場合には、土中深くに配置された種子については発芽しないことがある。このため、植生基盤は、必要以上に厚くしても、植物の生育の促進にはなんら寄与しない点と、傾斜地においては、雨水が地表に沿って流れてしまい、植物の生育に必要な水分を十分に確保できない点から、本発明のように、保水性に優れた基盤砂を吹き付けた後、植生基盤を吹き付けて、基盤材を2層構造に構成し、植生基盤を適正な厚さに設定しつつ、基盤砂により保水性を高めて、植物の生育を促進することが好ましい。   Here, it is preferable to use a foundation sand and a vegetation foundation as the foundation material, spray the foundation sand, construct a protection net on the upper side of the foundation sand, and then spray the vegetation foundation on the protection net. It is a form. In this case, it is particularly effective when the spraying thickness of the base material is thick. In other words, as a base material, a vegetation base in which plant seeds, fertilizers and binders are mixed is widely used for base materials such as bark compost and wood crushing chips. The seeds placed deep in the soil may not germinate. For this reason, even if the vegetation base is thicker than necessary, it does not contribute to the promotion of plant growth.On slopes, rainwater flows along the surface of the vegetation, and the water necessary for plant growth is lost. Since it cannot be secured sufficiently, as in the present invention, after spraying the foundation sand with excellent water retention, the vegetation foundation is sprayed to form the base material in a two-layer structure, and the vegetation foundation is set to an appropriate thickness. However, it is preferable to promote the growth of the plant by increasing the water retention by the base sand.

前記基盤材の吹き付け前に、土留板の前側の傾斜地上に保水材を施工することも好ましい実施の形態である。この場合には、植物の生育に必要な水分を保水材によっても確保できるので、緑化促進面における植物の生育を一層促進することができる。   It is also a preferred embodiment to construct a water retaining material on the inclined ground on the front side of the earth retaining plate before spraying the base material. In this case, the water necessary for the growth of the plant can be secured by the water retaining material, so that the growth of the plant on the greening promotion surface can be further promoted.

前記緑化促進面上に砂礫層を吹き付け施工することも好ましい実施の形態である。このように構成することで、砂礫層により、緑化促進面における水分の蒸発を抑制して、緑化促進面における植物の生育を一層促進することができる。   It is also a preferred embodiment to spray and construct a gravel layer on the greening promotion surface. By comprising in this way, with the gravel layer, the evaporation of the water | moisture content in a greening promotion surface can be suppressed, and the growth of the plant in a greening promotion surface can be promoted further.

前記緑化用アンカーとして、アンカーピンの上部に土留板を固定したものを用いることができる。このように構成すると、アンカーピンと土留板とで緑化用アンカーを構成できるので、緑化用アンカーの製作コストを低減できるとともに、1本のアンカーピンを傾斜地に打ち込むだけでよいので、緑化用アンカーの施工性を向上できる。   As the greening anchor, an anchor pin fixed on an anchor pin can be used. If constructed in this way, the anchoring pin and the retaining plate can be used to construct a greening anchor, so that the cost of manufacturing the greening anchor can be reduced, and only one anchor pin needs to be driven into the slope. Can be improved.

前記アンカー材として、傾斜地への取付部と土留板の固定部とを有する固定具と、固定具の取付部を傾斜地に対して固定するためのアンカーピン又はアンカー釘とを有するものを用いることもできる。この場合には、アンカー材の構成が多少複雑になるが、コンクリート釘等からなるアンカー釘によりアンカー材を傾斜面に固定できるので、アンカーピンのみで固定する場合と比較して、緑化用アンカーの施工性を向上できる。   As the anchor material, it is also possible to use a fixture having an attachment portion to an inclined ground and a fixing portion of a retaining plate, and an anchor pin or an anchor nail for fixing the attachment portion of the fixture to the slope. it can. In this case, although the structure of the anchor material is somewhat complicated, the anchor material can be fixed to the inclined surface by an anchor nail made of concrete nails, etc. Workability can be improved.

前記緑化用アンカーを、傾斜地の傾斜方向及びそれと直交する方向に千鳥掛け状に固定することもできる。千鳥掛け状とは、傾斜地の傾斜方向及びそれと直交する方向を、上下方向及び左右方向と定義して説明すると、上下方向及び左右方向にそれぞれ一定ピッチで複数の緑化用アンカーを傾斜地に固定するとともに、上下に隣接配置される緑化用アンカーの左右方向への配設ピッチの位相を半ピッチだけ左右方向にずらし、しかも上下に隣接配置される緑化用アンカーの土留板の両端部が、左右方向の同じ位置に配置されるか、あるいは一定長さ重複するように配置されていることを意味する。そして、このように緑化用アンカーを千鳥掛け状に配置することで、雨水とともに流下しようとする基盤材を傾斜地の略全ての部分で阻止することが可能となる。   The greening anchor can also be fixed in a staggered manner in the inclination direction of the inclined land and the direction orthogonal thereto. The staggered pattern means that the inclination direction of the inclined land and the direction perpendicular thereto are defined as the up and down direction and the left and right direction, and a plurality of greening anchors are fixed to the inclined land at a constant pitch in the up and down direction and the left and right direction, respectively. The phase of the arrangement pitch in the left-right direction of the greening anchors arranged adjacent to each other vertically is shifted by a half pitch in the left-right direction, and both ends of the earth retaining plates of the greening anchors arranged adjacently up and down are It means that they are arranged at the same position or arranged so as to overlap by a certain length. Then, by arranging the greening anchors in a staggered manner in this way, it becomes possible to block the base material that is about to flow down along with the rain water in almost all the portions of the inclined land.

前記土留板として、竹を用いることもできる。土留板としては、鉄板等の金属板を用いることもできるが、竹を用いることで、その製作コストを低減できるし、自然環境にも優しい傾斜地緑化が可能となる。竹は半割にして用いることもできるが、腐敗を極力防止するため、1本ものの竹を設定長さに切断して用いることができる。このような竹は、土中において4〜5年間、朽ちることなくその強度を保持でき、その間に植物が十分に根付くので、竹が朽ちた後においても、基盤材が剥離することはない。また、現地で調達した竹を利用して緑化用アンカーを構成することも可能なので、地場産業の発展にも貢献できる。   Bamboo can also be used as the retaining plate. As the earth retaining plate, a metal plate such as an iron plate can be used. However, by using bamboo, the production cost can be reduced, and sloped greening that is friendly to the natural environment is possible. Bamboo can be used in half, but in order to prevent corruption as much as possible, a single bamboo can be cut into a set length and used. Such bamboo can maintain its strength without decaying in the soil for 4 to 5 years in the soil, and since the plant is sufficiently rooted in the meantime, the base material does not peel off even after the bamboo decays. In addition, it is possible to construct a greening anchor using bamboo procured locally, which can contribute to the development of local industries.

本発明に係る傾斜地緑化工法によれば、傾斜面に対して緑化用アンカーを施工した後、基盤材を吹き付け施工するときに、緑化用アンカーの土留板の山側に施工する基盤材の厚さが、土留板から山側へ行くにしたがって薄くなるように基盤材を吹き付け施工して、基盤材の上面に傾斜地よりも緩傾斜の緑化促進面を形成するので、緑化促進面における植物の生育を促進できる。また、緑化促進面が緩傾斜になるので、降雨による基盤材の流失も抑制できる。   According to the sloped land greening method according to the present invention, after constructing a greening anchor on an inclined surface, when the base material is sprayed, the thickness of the base material to be constructed on the mountain side of the retaining plate of the greening anchor is The base material is sprayed so that it becomes thinner as it goes from the retaining plate to the mountain side, and a greening promotion surface that is gentler than the slope is formed on the upper surface of the base material, so that the growth of plants on the greening promotion surface can be promoted . Moreover, since the greening promotion surface has a gentle slope, the loss of the base material due to rainfall can be suppressed.

以下、本発明の実施の形態について図面を参照しながら説明する。
図1に示すように、傾斜地緑化工法は、傾斜地1に固定されるアンカー材2と、アンカー材2に固定した土留板3とを備えた緑化用アンカー4を用い、複数の緑化用アンカー4を相互に間隔をあけて傾斜地に対して固定した後、傾斜地1に対して基盤材5を吹き付け施工する際に、各緑化用アンカー4の土留板3の山側に施工する基盤材5の厚さが、土留板3から山側へ行くにしたがって薄くなるように基盤材5を吹き付け施工して、土留板3の山側における基盤材5の上面に傾斜地1よりも緩傾斜の緑化促進面6が形成されるように基盤材5を吹き付け施工するものである。本実施の形態では、基盤材5の吹き付け前に、土留板3の山側の傾斜地1上に保水材7を敷設施工し、また基盤材5として基盤砂8と植生基盤9とを用い、基盤砂8を吹き付け施工した後、基盤砂8の上側に保護網10を施工し、その後植生基盤9を保護網10上に吹き付け施工するように構成されている。また、本実施の形態では、地盤11の上面にコンクリート又はモルタルなどからなる硬質傾斜地12を予め施工した法面からなる傾斜地1を緑化する場合について説明するが、地肌が露出した地盤11からなる傾斜地を緑化する場合についても本発明を同様に適用できる。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
As shown in FIG. 1, the sloping land greening method uses a replanting anchor 4 having an anchor material 2 fixed to the sloping land 1 and a retaining plate 3 fixed to the anchor material 2. After fixing with respect to the sloping ground with a space between each other, when the base material 5 is sprayed onto the sloping ground 1, the thickness of the base material 5 to be constructed on the mountain side of the retaining plate 3 of each greening anchor 4 is Then, the base material 5 is sprayed so as to become thinner from the earth retaining plate 3 toward the mountain side, and a greening promotion surface 6 that is gentler than the slope 1 is formed on the upper surface of the earth material 5 on the mountain side of the earth retaining plate 3. Thus, the base material 5 is sprayed and applied. In the present embodiment, before spraying the base material 5, the water retention material 7 is laid and constructed on the slope 1 on the mountain side of the retaining plate 3, and the base sand 8 and the vegetation base 9 are used as the base material 5. After spraying 8, the protective net 10 is constructed above the base sand 8, and then the vegetation base 9 is sprayed onto the protective net 10. Moreover, although this Embodiment demonstrates the case where the slope 1 which consists of the slope which pre-constructed the hard slope 12 which consists of concrete or mortar etc. on the upper surface of the ground 11 is greened, the slope which consists of the ground 11 which the ground surface exposed The present invention can be similarly applied to the case of greening.

緑化用アンカー4は、図1、図2に示すように、下端を先鋭に構成したステンレス製丸棒のアンカーピンからなるアンカー材2と、アンカー材2の上部にアンカー材2から側方へ張り出すように固定した土留板3とを備えている。   As shown in FIG. 1 and FIG. 2, the greening anchor 4 is anchored to the anchor member 2 composed of a stainless steel round bar anchor pin having a sharply configured lower end, and stretched laterally from the anchor member 2 on the anchor member 2. A retaining plate 3 fixed so as to be put out is provided.

アンカー材2としては、丸棒のアンカーピン以外にパイプ状や板状に形成したものを採用することもできる。またアンカー材2の素材は、ステンレス鋼に限らず、炭素工具鋼、コーテッド超硬合金、ハイス等の金属、また、軽合金、セラミックス、プラスチック、硬質ゴム等を採用することもできる。   As the anchor material 2, a pipe-shaped or plate-shaped material other than a round bar anchor pin may be employed. Further, the material of the anchor material 2 is not limited to stainless steel, and carbon tool steel, coated cemented carbide, high speed metal or the like, light alloy, ceramics, plastic, hard rubber, or the like can also be employed.

この土留板3は、鋼材、アルミニウム合金等の金属材料、強化プラスチック材料または、エンジニアリングプラスチックス材料等からなる、正面視略長方形状の板状部材で構成することができる。単なる平板状の板状部材で構成することもできるが、アンカー材2を中心とした曲げ方向への強度剛性を高めるため、側面視波型形状の板状部材や、長手方向に細長い凹部を形成した板状部材を用いることが好ましい。また、自然環境を保護するため、木材や竹などの木質系材料で構成するこのも可能で、特に竹は木材と比較して腐敗し難いので好ましい。   The earth retaining plate 3 can be formed of a plate-like member having a substantially rectangular shape when viewed from the front and made of a metal material such as a steel material or an aluminum alloy, a reinforced plastic material, an engineering plastic material, or the like. Although it can be configured with a simple flat plate-like member, in order to increase the strength and rigidity in the bending direction with the anchor material 2 as the center, a side-view wave-shaped plate-like member or a long and narrow concave portion is formed. It is preferable to use the plate-shaped member. Further, in order to protect the natural environment, it is possible to use a wood-based material such as wood or bamboo. In particular, bamboo is preferable because it is less likely to rot than wood.

アンカー材2に対する土留板3の固定方法は、溶接又は接着により固定したり、ボルトなどの固定具を用いて固定したり、これらを任意に組み合わせて固定することができる。また、土留板3とアンカー材2との接触面積を大きく設定して、両者の結合強度を高めるため、土留板3の長手方向の中央部にアンカー材2が嵌合する上下方向の凹溝を形成することもできる。更に、2枚の板状部材を重ね合わせて土留板3を構成し、アンカー材2を両板状部材間に挟持して、土留板3とアンカー材2を一体化することも可能である。   The retaining plate 3 can be fixed to the anchor member 2 by welding or adhesion, or by using a fixing tool such as a bolt, or any combination thereof. Also, in order to increase the contact area between the earth retaining plate 3 and the anchor material 2 and to increase the bonding strength between them, a vertical concave groove in which the anchor material 2 is fitted in the central portion in the longitudinal direction of the earth retaining plate 3 is provided. It can also be formed. Further, the retaining plate 3 can be configured by superimposing two plate-like members, and the anchoring plate 3 and the anchoring member 2 can be integrated by sandwiching the anchor member 2 between the two plate-like members.

尚、傾斜地1に対する基盤材5の吹き付け時、緑化用アンカー4が回転しないように、アンカー材2の途中部や先端部に側方へ張り出した突起を設け、この突起を傾斜地1に係合させることで、緑化用アンカー4の回転が規制されるように構成することも好ましい実施の形態である。   In order to prevent the greening anchor 4 from rotating when the base material 5 is sprayed on the slope 1, a protrusion projecting laterally is provided at the middle or tip of the anchor material 2, and this protrusion is engaged with the slope 1. Thus, it is also a preferred embodiment that the rotation of the greening anchor 4 is restricted.

アンカー材2の上端部と土留板3の上端部とは同じ高さに設定することもできるが、アンカー材2の上端部を土留板3の上端部よりも一定高さ高い位置に設定すると、アンカー材2の上端部が保護網10に係合して、保護網10の位置ズレを防止できるとともに、植生基盤9の吹き付け高さをアンカー材2の上端部の突出具合で確認しながら植生基盤9を吹き付け施工できるので、植生基盤9を適正分量だけ精度良く吹き付け施工することができる。土留板3の上縁の両端部には取付孔13が形成され、この取付孔13には保護網10を土留板3に固定するための金属製或いは合成樹脂製の固定紐14が取り付けられている。   Although the upper end part of the anchor material 2 and the upper end part of the retaining plate 3 can be set to the same height, if the upper end part of the anchor member 2 is set to a position that is a certain height higher than the upper end part of the retaining plate 3, The upper end portion of the anchor material 2 is engaged with the protective net 10 to prevent the positional displacement of the protective net 10, and the vegetation base is confirmed while checking the spraying height of the vegetation base 9 by the protruding state of the upper end of the anchor material 2. Since 9 can be sprayed, the vegetation base 9 can be sprayed with an appropriate amount with high accuracy. Attachment holes 13 are formed at both ends of the upper edge of the earth retaining plate 3, and metal or synthetic resin fixing strings 14 for fixing the protective net 10 to the earth retaining plate 3 are attached to the attachment holes 13. Yes.

基盤材5は、基盤砂8と植生基盤9とを備えている。基盤材5を施工するときには、先ず土留板3の山側に保水材7を配置させ、その後傾斜地1に基盤砂8を吹き付けてから、基盤砂8の上に保護網10を敷設し、最後に保護網10の上側から植生基盤9を吹き付け施工することで、傾斜地1上に施工されている。   The base material 5 includes a base sand 8 and a vegetation base 9. When constructing the base material 5, the water retaining material 7 is first arranged on the mountain side of the retaining plate 3, and then the base sand 8 is sprayed on the sloped land 1, and then a protective net 10 is laid on the base sand 8 and finally protected. It is constructed on the slope 1 by spraying the vegetation base 9 from the upper side of the net 10.

基盤砂8は、川砂又は山砂と、水と、バインダーと、緑化基盤材と、植物生育材とを混合したものである。砂としては、施工場所の土や山砂を採用できる。バインダーとしては、各種セメント、水ガラス、石膏、その他有機系高分子物質等を採用できる。緑化基盤材としては、例えばヤシガラ、稲ワラ等の有機系繊維状物、有機系活性肥料、腐葉土、ピートモス、バーク堆肥、その他の腐植酸物質等を採用できる。植物生育材としては、例えば窒素(N)、燐酸(P)、カリ(K)等の固形肥料、または化成肥料、石灰(Ca)、マンガン(Mn)、モリブデン(Mo)等の微量要素、その他各種の植生生育促進剤等を採用できる。基盤砂8を構成する各素材の配合比率は傾斜地の環境等に応じて任意に設定できる。   The base sand 8 is a mixture of river sand or mountain sand, water, a binder, a greening base material, and a plant growth material. As the sand, soil at the construction site or mountain sand can be adopted. As the binder, various cements, water glass, gypsum, and other organic polymer substances can be employed. As the greening base material, for example, organic fibrous materials such as coconut shell and rice straw, organic active fertilizer, humus, peat moss, bark compost, and other humic acid substances can be employed. Examples of plant growth materials include solid fertilizers such as nitrogen (N), phosphoric acid (P), and potassium (K), or chemical fertilizers, trace elements such as lime (Ca), manganese (Mn), and molybdenum (Mo), and others. Various vegetation growth promoters can be used. The mixing ratio of each material constituting the base sand 8 can be arbitrarily set according to the environment of the sloping ground.

植生基盤9は、有機系活性肥料と、鉱物焼成軽量材と、腐植酸物質と、高分子凝集剤と、植物種子とを混合したものである。植物種子としては、例えば芝生、ケンタッキー、クリーピング、チモシー、ヤマハギ等を採用できる。有機系活性肥料としては、例えばバーク堆肥、ピートモス、腐葉土(緑肥)等の各種植物系再生利用材を採用できる。高分子凝集剤としては、例えばアクリル系樹脂、ポリビニル系(PVC)樹脂、メラミン樹脂等の粘着性高分子材料を採用できる。鉱物焼成軽量材としては、例えば真珠岩焼死発泡体、黒曜石焼成発泡体、ひる石焼成発泡体、珪藻土焼成粒等がある。上記腐植酸物質としては、例えばモミガラ、稲ワラ、落葉等の腐植酸物質、緑肥等の各種植物系再生利用材を採用できる。植生基盤9を構成する各素材の配合比率は施工環境等に応じて任意に設定できる。   The vegetation base 9 is a mixture of an organic active fertilizer, a mineral fired light weight material, a humic acid substance, a polymer flocculant, and a plant seed. As plant seeds, for example, lawn, Kentucky, creeping, timothy, yamahagi and the like can be employed. As the organic active fertilizer, various plant-based recycled materials such as bark compost, peat moss, and humus (green manure) can be employed. As the polymer flocculant, for example, an adhesive polymer material such as an acrylic resin, a polyvinyl (PVC) resin, and a melamine resin can be employed. Examples of mineral fired lightweight materials include nacreous fired foam, obsidian fired foam, vermiculite fired foam, diatomaceous earth fired grains, and the like. As said humic acid substance, various plant-system recyclable materials, such as humic acid substances, such as rice straw, rice straw, and fallen leaves, and green manure, are employable, for example. The blending ratio of each material constituting the vegetation base 9 can be arbitrarily set according to the construction environment or the like.

保護網10は、金網や合成樹脂網で構成でき、本発明では特に基盤材5の上面に沿って容易に変形操作可能な比較的軟質な素材からなる金網や合成樹脂網を好適に利用できる。合成樹脂網としては、土木分野で広く用いられているジオテキスタイルのうち、ポリプロピレンやポリアミドなどの合成高分子材料を素材とする引張強度に優れたジオグリッドを採用できる。   The protective mesh 10 can be composed of a metal mesh or a synthetic resin mesh. In the present invention, a metal mesh or a synthetic resin mesh made of a relatively soft material that can be easily deformed along the upper surface of the base material 5 can be preferably used. As the synthetic resin net, among the geotextiles widely used in the civil engineering field, a geogrid excellent in tensile strength made of a synthetic polymer material such as polypropylene or polyamide can be employed.

保水材7としては、ポリウレタンなどの発泡合成樹脂などに限らず、たとえば石綿、ガラス綿、微粉鉱物などを素材にした保水材7を用いてもよい。そして、その施工方法も液状にして吹き付ける方法、微粉状にして吹き付ける方法、あるいは板状に構成して敷設する方法等から任意に選択できる。本実施の形態では、土留材3付近における土留材3の山側のみに保水材7を敷設したが、緑化促進面6に対応する範囲に保水材7を配置させることも好ましい実施の形態である。   The water retention material 7 is not limited to a foamed synthetic resin such as polyurethane, but may be a water retention material 7 made of asbestos, glass cotton, fine mineral, or the like. And the construction method can be arbitrarily selected from a method of spraying in a liquid state, a method of spraying in the form of fine powder, or a method of laying in a plate shape. In the present embodiment, the water retaining material 7 is laid only on the mountain side of the soil retaining material 3 in the vicinity of the soil retaining material 3, but it is also a preferred embodiment that the water retaining material 7 is disposed in a range corresponding to the greening promotion surface 6.

各緑化用アンカー4の土留板3の山側に施工する基盤砂8の厚さは、土留板3から山側へ行くにしたがって薄くなるように吹き付け施工され、土留板3に最も近い厚肉部分において土留板3の高さと略同じになるように設定されている。植生基盤9の厚さは、全体に亙って略一様になるように吹き付け施工され、これによって基盤材5の厚さは、土留板3から山側へ行くにしたがって薄くなり、基盤材5の上面に傾斜地1よりも緩傾斜の緑化促進面6が形成されることによって、緑化促進面6における植物の生育が促進される。但し、植生基盤9についても、土留板3から山側へ行くにしたがって薄くなるように吹き付け施工することも可能である。また、本実施の形態では、緑化促進面6を勾配が略一様な略平坦な傾斜面で構成したが、土留板3から上側へ行くにしたがって、勾配が大きくなるような湾曲面状に構成することができ、例えば上下に隣接配置される土留板3間において、下側の土留板3付近の緑化促進面6が略水平面となり、上側の土留板3付近の緑化促進面6が傾斜地1と略同じ勾配となるような側面視2次曲線状の湾曲面状に形成することもできる。   The thickness of the foundation sand 8 to be constructed on the mountain side of the retaining plate 3 of each greening anchor 4 is sprayed so as to decrease from the retaining plate 3 toward the mountain side, and the retaining wall is located at the thickest part closest to the retaining plate 3. It is set to be substantially the same as the height of the plate 3. The thickness of the vegetation base 9 is sprayed so as to be substantially uniform over the entire surface, whereby the thickness of the base material 5 decreases from the earth retaining plate 3 toward the mountain side. By forming the greening promotion surface 6 having a gentler slope than the inclined land 1 on the upper surface, the growth of plants on the greening promotion surface 6 is promoted. However, the vegetation base 9 can also be sprayed so as to become thinner as it goes from the retaining plate 3 to the mountain side. Further, in this embodiment, the greening promotion surface 6 is configured by a substantially flat inclined surface having a substantially uniform gradient, but is configured in a curved surface shape in which the gradient increases as it goes upward from the earth retaining plate 3. For example, between the retaining plates 3 arranged adjacent to each other vertically, the greening promoting surface 6 near the lower retaining plate 3 becomes a substantially horizontal surface, and the greening promoting surface 6 near the upper retaining plate 3 is It can also be formed in a curved surface with a quadratic curve in side view so as to have substantially the same gradient.

土留板3の具体的な厚さは、土留板3の高さが12cmの場合には、基盤砂8の最も厚い部分を12cmと、最も薄い部分を2〜3cmに設定することができる。この場合には、植生基盤9の厚さは3〜7cm程度に設定することになる。   When the height of the earth retaining plate 3 is 12 cm, the concrete thickness of the earth retaining plate 3 can be set to 12 cm for the thickest part of the base sand 8 and 2 to 3 cm for the thinnest part. In this case, the thickness of the vegetation base 9 is set to about 3 to 7 cm.

尚、図1に仮想線で示すように、緑化促進面6の上側に更に砂や小石などを吹き付け施工して砂礫層17を形成し、基盤材5からの水分の蒸発を抑制するように構成することも好ましい実施の形態である。   In addition, as shown by the phantom line in FIG. 1, sand and pebbles are further sprayed onto the upper side of the greening promotion surface 6 to form a gravel layer 17, and the evaporation of moisture from the base material 5 is suppressed. This is also a preferred embodiment.

次に、傾斜地緑化工法について説明する。この傾斜地緑化工法は、コンクリート又はモルタルなどからなる硬質傾斜地12が予め施工された傾斜地1に本発明を適用した場合のものであるが、地肌が露出した傾斜地に対しても本発明を同様に適用できる。   Next, the sloped planting method will be described. This sloped greening method is applied when the present invention is applied to the slope 1 where the hard slope 12 made of concrete or mortar is preliminarily constructed, but the present invention is similarly applied to the slope where the ground is exposed. it can.

先ず、図3、図4に示すように、厚さ10〜30cmの既設の硬質傾斜地12に、図示外の削岩機により、直径が例えば20〜60mmの貫通孔15を、1m2 当り、例えば4〜10個の割合で上下左右に間隔をあけて形成する。この貫通孔15は、例えば地盤11側の浸透水を集めて、基盤砂8側へ吸水し易くするための導水管(例えば毛細管作用を有する植生用筒体)を嵌挿したり、基盤砂8を充分に注入充填したりして、基盤砂8側へ十分な水分が供給されるようにするためのものである。また、この貫通孔15とは別に、アンカー材2の直径に適合する孔径の挿通孔16を、例えば左右方向に1mのピッチで且つ上下方向に1mのピッチで形成するとともに、隣接する上下の挿通孔16の配設ピッチを左右方向に半ピッチ、即ち50cmだけ位相をずらして千鳥状に形成する。 First, as shown in FIGS. 3 and 4, a through hole 15 having a diameter of, for example, 20 to 60 mm is formed on an existing hard sloping ground 12 having a thickness of 10 to 30 cm per 1 m 2 by a rock drilling machine (not shown). 4-10 pieces are formed at intervals in the vertical and horizontal directions. For example, the through-hole 15 collects permeated water on the ground 11 side and inserts a water conduit (for example, a vegetation cylinder having a capillary action) for facilitating water absorption to the base sand 8 side. This is for sufficient injection and filling so that sufficient moisture is supplied to the base sand 8 side. In addition to the through holes 15, the insertion holes 16 having a diameter matching the diameter of the anchor material 2 are formed, for example, at a pitch of 1 m in the left-right direction and a pitch of 1 m in the vertical direction, and adjacent upper and lower insertion holes The holes 16 are formed in a staggered manner with the arrangement pitch of the holes 16 being a half pitch in the left-right direction, that is, the phase is shifted by 50 cm.

次に、図3、図4に示すように、挿通孔16にアンカー材2を差し込んで、土留板3が傾斜地1の傾斜方向に対して略直交するように、各挿通孔16に緑化用アンカー4を打ち込み固定し、傾斜地1に対して複数の緑化用アンカー4を千鳥掛け状に固定する。つまり、土留板3の長さが50cmなので、上下に隣接する土留板3の両端部が左右方向に対して同じ位置に配置されるように、傾斜地1に対して緑化用アンカー4が固定されることになる。そして、このように傾斜地1に対して緑化用アンカー4を千鳥掛け状に配置させているので、雨水とともに流下しようとする植生基盤9を傾斜地1の略全ての部分で阻止することが可能となる。勿論、この緑化用アンカー4は、そのアンカー材2に一体化した土留板3が傾斜地に対して垂直に打ち込むことが、植生基盤9の流下を防止する上で最も有効である。各緑化用アンカー4の配列密度としては、少なくとも1本/m2 とすることが好ましい。 Next, as shown in FIGS. 3 and 4, the anchor material 2 is inserted into the insertion holes 16, and the greening anchors are inserted into the insertion holes 16 so that the earth retaining plate 3 is substantially orthogonal to the inclination direction of the inclined ground 1. 4 is driven and fixed, and a plurality of greening anchors 4 are fixed to the slope 1 in a staggered manner. That is, since the length of the earth retaining plate 3 is 50 cm, the greening anchor 4 is fixed to the inclined ground 1 so that both ends of the upper and lower adjacent earth retaining plates 3 are arranged at the same position in the left-right direction. It will be. And since the greening anchors 4 are arranged in a staggered manner with respect to the slope 1 in this way, it becomes possible to prevent the vegetation base 9 about to flow down along with rainwater in almost all the parts of the slope 1. . Of course, in this greening anchor 4, it is most effective to prevent the vegetation base 9 from flowing down when the retaining plate 3 integrated with the anchor material 2 is driven perpendicularly to the inclined land. The arrangement density of the greening anchors 4 is preferably at least 1 / m 2 .

次に、図4に示すように、土留板3の前側に保水材7を敷設した後、基盤砂8を吹き付け施工する。このとき、左右方向の同じ位置おいて上下に隣接配置される土留板3間における基盤砂8の厚さが、下側の土留板3から上側の土留板3側へ行くにしたがって基盤砂8の厚さが薄くなるように吹き付けることになり、下側の土留板3においては土留板3の上端が埋まる程度に基盤材5を吹き付け施工し、上側の土留板3においては1つ目の波形部が埋まる程度に基盤砂8を吹き付け施工する。ただし、基盤砂8の厚さが最も薄くなる薄肉部の位置は、必ずしも上側の土留板3或いはその付近に設定する必要はない。しかし、緑化促進面6の面積を十分に確保しつつ、緑化促進面6を極力水平面に近づけるため、両土留板3の中間位置よりも上側の位置に薄肉部が配置されるように設定することが好ましい。   Next, as shown in FIG. 4, after the water retaining material 7 is laid on the front side of the earth retaining plate 3, the foundation sand 8 is sprayed and applied. At this time, the thickness of the foundation sand 8 between the earth retaining plates 3 adjacently arranged in the vertical direction at the same position in the left-right direction increases from the lower earth retaining plate 3 to the upper earth retaining plate 3 side. The base material 5 is sprayed so that the upper end of the earth retaining plate 3 is buried in the lower retaining plate 3, and the first corrugated portion in the upper retaining plate 3. The foundation sand 8 is sprayed and applied to the extent that is filled. However, the position of the thin portion where the thickness of the base sand 8 is the smallest is not necessarily set at the upper earth retaining plate 3 or in the vicinity thereof. However, in order to make the greening promotion surface 6 as close as possible to the horizontal plane while ensuring a sufficient area of the greening promotion surface 6, it is set so that the thin-walled portion is disposed at a position above the intermediate position between the two retaining plates 3. Is preferred.

次に、図1に示すように、基盤砂8を吹き付け施工した後、基盤砂8に沿って保護網10を敷設し、土留板3に取り付けた固定紐14で、土留板3を保護網10に固定する。   Next, as shown in FIG. 1, after the foundation sand 8 is sprayed, a protection net 10 is laid along the base sand 8, and the earth retaining plate 3 is attached to the earth retaining plate 3 by the fixing string 14. Secure to.

次に、図1に示すように、保護網10の上側から植生基盤9を略一様な厚さで吹き付け施工する。但し、土留板3の下側における植生基盤9の崩落を防止するため、土留板3の下側付近の植生基盤9は、他の部分よりも厚肉に植生基盤9を吹き付け施工することになる。   Next, as shown in FIG. 1, the vegetation base 9 is sprayed from the upper side of the protective net 10 with a substantially uniform thickness. However, in order to prevent the collapse of the vegetation base 9 on the lower side of the retaining plate 3, the vegetation base 9 near the lower side of the retaining plate 3 is applied by spraying the vegetation base 9 thicker than other parts. .

こうして、基盤砂8と植生基盤9からなる基盤材5を吹き付けた状態で、上下に隣接配置される土留板3間には傾斜地1の勾配よりも小さな勾配の緑化促進面6が形成されることになる。尚、緑化促進面6の勾配は、植物の生育を促進させるためには極力ゼロに近づけることが好ましいが、傾斜地1の勾配が大きい場合には、緑化促進面6の幅が狭くなり、傾斜地1全体を考慮すると、反対に植物の生育を阻害することがあるので、傾斜地1の勾配と緑化促進面6の勾配との差が20°以下、好ましくは10°以下になるように設定することが好ましい。   In this way, with the base material 5 composed of the base sand 8 and the vegetation base 9 being sprayed, the greening promotion surface 6 having a slope smaller than the slope of the slope 1 is formed between the earth retaining plates 3 arranged adjacent to each other vertically. become. The slope of the greening promotion surface 6 is preferably as close to zero as possible in order to promote the growth of plants, but when the slope of the slope 1 is large, the width of the greening promotion face 6 becomes narrow and the slope 1 Considering the whole, on the contrary, the growth of the plant may be inhibited. Therefore, the difference between the slope of the slope 1 and the slope of the greening promotion surface 6 is set to 20 ° or less, preferably 10 ° or less. preferable.

このように、緑化促進面6が少なくとも傾斜地1よりも緩傾斜となるので、その分緑化促進面6における植物の生育が促進されることになる。また、緑化促進面6における基盤材5の雨水による流失も防止できることになる。   Thus, since the greening promotion surface 6 becomes a gentle slope at least rather than the inclined land 1, the growth of the plant in the greening promotion surface 6 is promoted to that extent. Moreover, the loss of the base material 5 on the greening promotion surface 6 due to rainwater can be prevented.

次に、緑化用アンカー4の構成を部分的に変更した他の実施の形態について説明する。尚、前記実施の形態と同一部材には同一符号を付してその詳細な説明を省略する。   Next, another embodiment in which the configuration of the greening anchor 4 is partially changed will be described. The same members as those in the above embodiment are given the same reference numerals, and detailed description thereof is omitted.

(1)図5(a)に示す緑化用アンカー4Aのように、土留板3におけるアンカー材2とは反対側の面に平板状の保水材7Aを接着剤などにより固定することができる。また、図5(b)に示す緑化用アンカー4Bのように、土留板3におけるアンカー材2とは反対側の面の下部に棒状の保水材7Bを接着剤などにより固定することができる。更に、図5(c)に示す緑化用アンカー4Cのように、土留板3におけるアンカー材2とは反対側の面の凹溝20に保水材7Cを充填状に設けることもできる。更に、図5(d)に示す緑化用アンカー4Dのように、土留板3におけるアンカー材2とは反対側の面側に平板状の保水材7Dを設け、保水材7Dの下端部を土留板3の下部にヒンジ21を介して連結し、緑化用アンカー4Dの輸送時には、実線で図示の折畳姿勢に保水材7Dを保持させて、緑化用アンカー4Dの輸送性を確保し、緑化用アンカー4Dの施工時には、仮想線で図示の使用姿勢に回動させて、その上側に吹き付けられる基盤材5の保水性を向上できるように構成することも好ましい実施の形態である。 (1) Like the anchor 4A for greening shown in FIG. 5A, a flat water-retaining material 7A can be fixed to the surface of the earth retaining plate 3 opposite to the anchor member 2 with an adhesive or the like. Moreover, like the anchor 4B for greening shown in FIG.5 (b), the rod-shaped water retention material 7B can be fixed to the lower part of the surface on the opposite side to the anchor material 2 in the earth retaining plate 3 with an adhesive agent. Furthermore, like the greening anchor 4C shown in FIG. 5 (c), the water retaining material 7C can be provided in a filling manner in the concave groove 20 on the surface opposite to the anchor material 2 in the earth retaining plate 3. Further, like a greening anchor 4D shown in FIG. 5 (d), a flat water retaining material 7D is provided on the surface of the earth retaining plate 3 opposite to the anchor material 2, and the lower end of the water retaining material 7D is disposed on the earth retaining plate. 3 is connected via a hinge 21 to transport the greening anchor 4D by holding the water retaining material 7D in the folded position shown by the solid line to ensure the transportability of the greening anchor 4D. At the time of 4D construction, it is also a preferred embodiment to be configured so as to be able to improve the water retention of the base material 5 sprayed on the upper side by rotating it to the use posture shown in the figure with a virtual line.

(2)図6に示す緑化用アンカー4Eように、アンカー材2に代えて、傾斜地1への取付部25と土留板3の固定部26とを有する側面視略L字状の固定具27と、固定具27の取付部25を傾斜地1に対して固定するためのアンカーピン28又はアンカー釘29とを有するアンカー材2Eを用いることもできる。この場合には、傾斜地1の勾配や使用目的等に応じて、アンカーピン28又はアンカー釘29で緑化用アンカー4Eを固定できるので、緑化用アンカー4Eの施工作業性を向上できる。例えば、勾配が比較的小さい傾斜地1においては、コンクリート釘などからなるアンカー釘29を用いて、緑化用アンカー4を傾斜地1に対して簡易に固定でき、勾配が比較的大きい場合には、アンカーピン28を用いて、傾斜地1に対する緑化用アンカー4の結合強度を十分に確保することができる。固定具27に対して土留板3を溶接等により一体的に固定することもできるが、固定具27に対して土留板3を着脱可能に固定すると、輸送時等において、固定具27から土留板3を切り離して、両者をそれぞれ別個に梱包できるので、緑化用アンカー4Eの輸送性を向上できる。 (2) In place of the anchor material 2 as in the greening anchor 4E shown in FIG. 6, a substantially L-shaped fixing device 27 having a mounting portion 25 to the inclined land 1 and a fixing portion 26 of the earth retaining plate 3 in a side view; The anchor member 2E having the anchor pin 28 or the anchor nail 29 for fixing the attachment portion 25 of the fixing tool 27 to the inclined ground 1 can also be used. In this case, since the greening anchor 4E can be fixed by the anchor pin 28 or the anchor nail 29 according to the gradient of the slope 1 or the purpose of use, the workability of the greening anchor 4E can be improved. For example, in the slope 1 with a relatively small slope, the anchoring nail 29 made of concrete nail or the like can be used to easily fix the greening anchor 4 to the slope 1. When the slope is relatively large, the anchor pin 28 can sufficiently secure the bonding strength of the greening anchor 4 to the slope 1. The retaining plate 3 can be integrally fixed to the fixing device 27 by welding or the like. However, if the retaining plate 3 is detachably fixed to the fixing device 27, the retaining plate 27 is removed from the fixing device 27 during transportation. Since 3 can be separated and both can be packed separately, the transportability of the greening anchor 4E can be improved.

(3)図7に示す緑化用アンカー4Fのように、アンカー材2に代えて、土留板3の山裾側の面に固定した固定部30と、固定部30の下端部から傾斜地1に沿って山側へ延びる第1取付部31と、固定部30の上端部から山裾側へ斜めに延びる支持部32と、支持部32の下端部から傾斜地1に沿って山裾側へ延びる第2取付部33とを有する固定具34と、固定具34の両取付部31、33を傾斜地1に対して固定するためのアンカーピン35又はアンカー釘36とを有するアンカー材2Fを用いることもできる。この緑化用アンカー4Fでは、傾斜地1の勾配や使用目的等に応じて、アンカーピン35又はアンカー釘36で緑化用アンカー4Fを固定できるので、緑化用アンカー4Fの施工作業性を向上できる。尚、固定部30に対して土留板3を溶接等により一体的に固定したが、ビス等の固定具34を用いて、固定部30に対して土留板3を着脱自在に固定することもできる。 (3) Instead of the anchor material 2 as in the greening anchor 4F shown in FIG. 7, the fixed portion 30 fixed to the surface on the mountain hem side of the retaining plate 3, and the inclined portion 1 from the lower end portion of the fixed portion 30. A first attachment portion 31 extending to the mountain side, a support portion 32 extending obliquely from the upper end portion of the fixing portion 30 to the mountain hem side, and a second attachment portion 33 extending from the lower end portion of the support portion 32 to the mountain hem side along the slope 1 It is also possible to use an anchor member 2F having a fixing tool 34 having an anchor pin 35 and an anchor pin 35 or an anchor nail 36 for fixing both attachment portions 31 and 33 of the fixing tool 34 to the slope 1. In this greening anchor 4F, the greening anchor 4F can be fixed by the anchor pin 35 or the anchor nail 36 in accordance with the slope of the slope 1 or the purpose of use, so that the workability of the greening anchor 4F can be improved. Although the retaining plate 3 is integrally fixed to the fixing portion 30 by welding or the like, the retaining plate 3 can be detachably fixed to the fixing portion 30 using a fixing tool 34 such as a screw. .

(4)図8に示す緑化用アンカー4Gのように、アンカー材2に代えて、金属線を側面視3角形状に折り曲げて成る支持具40と、支持具40を傾斜地1に固定するアンカー釘41とを有するアンカー材2Gを用い、アンカー釘41を支持具40の山側端部に設けたリング部材42に挿通させて、緑化用アンカー4Gを傾斜地1に固定することもできる。アンカー材2Gは土留板3の長さ方向の中央部に支持具40の金属線を掛けて溶接等により固定することができる。この場合には、アンカー材2Gの製作コストを低減できる。 (4) Like the greening anchor 4G shown in FIG. 8, instead of the anchor material 2, a support tool 40 formed by bending a metal wire into a triangular shape in a side view, and an anchor nail for fixing the support tool 40 to the slope 1 It is also possible to fix the greening anchor 4G to the inclined ground 1 by using the anchor member 2G having 41 and inserting the anchor nail 41 into the ring member 42 provided at the mountain side end of the support 40. The anchor material 2G can be fixed by welding or the like by hanging a metal wire of the support 40 on the center of the earth retaining plate 3 in the length direction. In this case, the manufacturing cost of the anchor material 2G can be reduced.

(5)図9に示す緑化用アンカー4Hのように、金属製の土留板3に代えて、半割にした竹45を上下に複数併設し、隣接する竹45を連結リング46などにより連結してなる土留板3Hを用いることもできる。この場合には、土留板3Hを竹45で構成できるので、より一層環境に優しい傾斜地緑化工法を実現できる。 (5) Instead of the metal retaining plate 3 as in the greening anchor 4H shown in FIG. 9, a plurality of halved bamboos 45 are provided side by side, and adjacent bamboos 45 are connected by a connecting ring 46 or the like. It is also possible to use a retaining plate 3H. In this case, since the earth retaining plate 3H can be composed of the bamboo 45, an even more environmentally friendly sloped greening method can be realized.

(6)図10に示す緑化用アンカー4Jのように、金属製の土留板3に代えて、1本ものの竹50を設定長さに切断してなる土留板3Jを用い、アンカー材2の上部に2本のピン部材51を突出形成し、ピン部材51を竹50に挿通させて、その端部をかしめることにより、竹50をアンカー材2に固定することができる。 (6) Instead of the metal retaining plate 3 as in the greening anchor 4J shown in FIG. 10, a retaining plate 3J obtained by cutting a single bamboo 50 into a set length is used, and the upper portion of the anchor material 2 is used. The two pin members 51 are formed in a protruding manner, the pin members 51 are inserted into the bamboo 50 and the ends thereof are caulked, whereby the bamboo 50 can be fixed to the anchor material 2.

傾斜地緑化工法を施した後の傾斜地の縦断面図Longitudinal section of the sloped land after the sloped greening method 緑化用アンカーの斜視図Perspective view of anchor for greening 緑化用アンカー施工時の説明図Explanatory drawing during construction of anchor for greening 基盤砂施工時の説明図Illustration of foundation sand construction (a)〜(d)は他の構成の緑化用アンカーの側面図(a)-(d) is a side view of another anchor for greening 他の構成の緑化用アンカーにおける、(a)は傾斜地への施工時の説明図、(b)は斜視図In the anchor for greening of another structure, (a) is an explanatory view at the time of construction on an inclined land, (b) is a perspective view 他の構成の緑化用アンカーにおける、(a)は傾斜地への施工時の説明図、(b)は斜視図In the anchor for greening of another structure, (a) is an explanatory view at the time of construction on an inclined land, (b) is a perspective view 他の構成の緑化用アンカーにおける、(a)は傾斜地への施工時の説明図、(b)は斜視図In the anchor for greening of another structure, (a) is an explanatory view at the time of construction on an inclined land, (b) is a perspective view 他の構成の緑化用アンカーにおける、(a)は傾斜地への施工時の説明図、(b)は斜視図In the anchor for greening of another structure, (a) is an explanatory view at the time of construction on an inclined land, (b) is a perspective view 他の構成の緑化用アンカーにおける、(a)は傾斜地への施工時の説明図、(b)は斜視図In the anchor for greening of another structure, (a) is an explanatory view at the time of construction on an inclined land, (b) is a perspective view

符号の説明Explanation of symbols

1 傾斜地 2 アンカー材
3 土留板 4 緑化用アンカー
5 基盤材 6 緑化促進面
7 保水材 8 基盤砂
9 植生基盤 10 保護網
11 地盤 12 硬質傾斜地
13 取付孔 14 固定紐
15 貫通孔 16 挿通孔
17 砂礫層
4A 緑化用アンカー 7A 保水材
4B 緑化用アンカー 7B 保水材
7C 保水材 4C 緑化用アンカー
20 凹溝
4D 緑化用アンカー 7D 保水材
21 ヒンジ
2E アンカー材 4E 緑化用アンカー
25 取付部 26 固定部
27 固定具 28 アンカーピン
29 アンカー釘
2F アンカー材 4F 緑化用アンカー
30 固定部 31 第1取付部
32 支持部 33 第2取付部
34 固定具 35 アンカーピン
36 アンカー釘
2G アンカー材 4G 緑化用アンカー
40 支持具 41 アンカー釘
42 リング部材
3H 土留板 4H 緑化用アンカー
45 竹 46 連結リング
4J 緑化用アンカー 3J 土留材
50 竹 51 ピン部材
DESCRIPTION OF SYMBOLS 1 Slope 2 Anchor material 3 Retaining plate 4 Anchor for greening 5 Base material 6 Greening promotion surface 7 Water retention material 8 Base sand 9 Vegetation base 10 Protective net 11 Ground 12 Hard slope 13 Mounting hole 14 Fixed string 15 Through hole 16 Insertion hole 17 Gravel Layer 4A Greening Anchor 7A Water Retaining Material 4B Greening Anchor 7B Water Retaining Material 7C Water Retaining Material 4C Greening Anchor 20 Groove Anchor 4D Greening Anchor 7D Water Retaining Material 21 Hinge 2E Anchor Material 4E Greening Anchor 25 Mounting Portion 26 Fixing Portion 27 Fixing Tool 28 Anchor pin 29 Anchor nail 2F Anchor material 4F Greening anchor 30 Fixing part 31 First attachment part 32 Support part 33 Second attachment part 34 Fixing tool 35 Anchor pin 36 Anchor nail 2G Anchor material 4G Anchor for greening 40 Support tool 41 Anchor Nail 42 Ring member 3H Earth retaining plate 4H Greening anchor 45 Bamboo 46 Connecting ring 4J Greening anchor 3J Earth retaining material 50 Bamboo 51 Pin member

Claims (8)

傾斜地に固定されるアンカー材と、アンカー材に固定した土留板とを備えた緑化用アンカーを用い、複数の緑化用アンカーを相互に間隔をあけて傾斜地に対して固定した後、傾斜地に対して基盤材を吹き付け施工する際に、各緑化用アンカーの土留板の山側に施工する基盤材の厚さが、土留板から山側へ行くにしたがって薄くなるように基盤材を吹き付け施工して、基盤材の上面に傾斜地よりも緩傾斜の緑化促進面を形成することを特徴とする傾斜地緑化工法。   Using a greening anchor with an anchor material fixed to an inclined land and a retaining plate fixed to the anchor material, after fixing a plurality of greening anchors to the inclined land at intervals, When the base material is sprayed, the base material is sprayed so that the thickness of the base material to be applied to the mountain side of the anchor plate for each greening anchor becomes thinner as it goes from the soil plate to the mountain side. An incline greening method characterized in that a greening promotion surface is formed on the upper surface of the slope which is gentler than the incline. 前記基盤材として基盤砂と植生基盤とを用い、基盤砂を吹き付け施工した後、基盤砂の上側に保護網を施工し、その後植生基盤を保護網上に吹き付け施工する請求項1記載の傾斜地緑化工法。   The sloped greening according to claim 1, wherein a base sand and a vegetation base are used as the base material, the base sand is sprayed, a protective net is installed on the base sand, and then the vegetation base is sprayed onto the protective net. Construction method. 前記基盤材の吹き付け前に、土留板の前側の傾斜地上に保水材を施工する請求項1又は2記載の傾斜地緑化工法。   The sloped planting method according to claim 1 or 2, wherein a water retaining material is constructed on the sloped ground on the front side of the retaining plate before spraying the base material. 前記緑化促進面上に砂礫層を吹き付け施工した請求項1〜3のいずれか1項記載の傾斜地緑化工法。   The sloped greening method according to any one of claims 1 to 3, wherein a gravel layer is sprayed on the greening promotion surface. 前記緑化用アンカーとして、アンカーピンの上部に土留板を固定したものを用いた請求項1〜4のいずれか1項記載の傾斜地緑化工法。   The sloped greening method according to any one of claims 1 to 4, wherein the anchor for greening uses an anchor pin fixed to the upper part of an anchor pin. 前記アンカー材として、傾斜地への取付部と土留板の固定部とを有する固定具と、固定具の取付部を傾斜地に対して固定するためのアンカーピン又はアンカー釘とを有するものを用いた請求項1〜4のいずれか1項記載の傾斜地緑化工法。   As the anchor material, a member having a fixture having an attachment portion to an inclined ground and a fixing portion of a retaining plate, and an anchor pin or an anchor nail for fixing the attachment portion of the fixture to the inclined ground is used. Item 5. The inclined land planting method according to any one of items 1 to 4. 前記緑化用アンカーを、傾斜地の傾斜方向及びそれと直交する方向に千鳥掛け状に固定した請求項1〜6のいずれか1項記載の傾斜地緑化工法。   The sloped greening method according to any one of claims 1 to 6, wherein the greening anchors are fixed in a staggered manner in the sloped direction of the sloped land and in a direction perpendicular thereto. 前記土留板として、竹を用いた請求項1〜7のいずれか1項記載の傾斜地緑化工法。
The sloped greening method according to any one of claims 1 to 7, wherein bamboo is used as the earth retaining plate.
JP2006129068A 2006-05-08 2006-05-08 Slope planting method Pending JP2007297889A (en)

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JP2011256666A (en) * 2010-06-11 2011-12-22 Asahi Kasei Geotech Co Ltd Connection method for multiple blocks of honeycomb three-dimensional solid cell structure
CN108360516A (en) * 2018-04-28 2018-08-03 中铁十五局集团有限公司 A kind of massif repair system and construction method based on sponge ecosystem
JP2019190096A (en) * 2018-04-24 2019-10-31 新東化成株式会社 Earth retaining member, earth retaining member installation method
CN112956352A (en) * 2021-01-28 2021-06-15 江苏绿之源生态建设有限公司 Construction method of foamed concrete vegetation nutrition planting groove
CN113179864A (en) * 2021-04-25 2021-07-30 中煤长江基础建设有限公司 Slope greening ecological management system
CN113875534A (en) * 2021-10-13 2022-01-04 西南科技大学 Moss greening method for steep rock slope
CN115045300A (en) * 2022-04-24 2022-09-13 中建材西南勘测设计有限公司 Reconstruction method of mine ecological restoration soil system

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011256666A (en) * 2010-06-11 2011-12-22 Asahi Kasei Geotech Co Ltd Connection method for multiple blocks of honeycomb three-dimensional solid cell structure
JP2019190096A (en) * 2018-04-24 2019-10-31 新東化成株式会社 Earth retaining member, earth retaining member installation method
CN108360516A (en) * 2018-04-28 2018-08-03 中铁十五局集团有限公司 A kind of massif repair system and construction method based on sponge ecosystem
CN112956352A (en) * 2021-01-28 2021-06-15 江苏绿之源生态建设有限公司 Construction method of foamed concrete vegetation nutrition planting groove
CN113179864A (en) * 2021-04-25 2021-07-30 中煤长江基础建设有限公司 Slope greening ecological management system
CN113875534A (en) * 2021-10-13 2022-01-04 西南科技大学 Moss greening method for steep rock slope
CN113875534B (en) * 2021-10-13 2022-10-04 西南科技大学 Moss greening method for steep rock slope
CN115045300A (en) * 2022-04-24 2022-09-13 中建材西南勘测设计有限公司 Reconstruction method of mine ecological restoration soil system

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