JP2005155159A - Vegetation base in reservoir slope and greening method of the reservoir slope - Google Patents
Vegetation base in reservoir slope and greening method of the reservoir slope Download PDFInfo
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
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Abstract
Description
本発明は、ダム湖やため池などの湛水法面における植生基盤並びに湛水法面の緑化方法に関するものであって、特にセメント、砂もしくは砂質土、繊維補強材、pH緩衝剤などからなる根茎固定層、植物性ネット並びに繊維補強材、増粘材、侵食防止剤、水生植物の種子などの耐食層、からなる湛水法面における植生基盤に関するもの並びにセメント、砂もしくは砂質土、繊維補強材、pH緩衝剤、増粘材などの根茎固定層を吹き付け、その上に植物性ネットを被覆し、次いで繊維補強材、増粘材、侵食防止剤、水生植物の種子などの耐食層を湛水の法面に吹き付ける湛水法面の緑化方法に関する。 The present invention relates to a vegetation base on a flood slope such as a dam lake or a pond, and a greening method for a flood slope, and particularly comprises cement, sand or sandy soil, fiber reinforcement, pH buffering agent, and the like. Rhizome fixed layer, plant net and fiber reinforcing material, thickener, erosion inhibitor, corrosion-resistant layer such as seeds of aquatic plants, etc. related to vegetation base in flooded slope, cement, sand or sandy soil, fiber Spray a rhizome fixing layer such as a reinforcing material, pH buffering agent, thickening material, etc., coat a vegetable net on it, and then apply a corrosion-resistant layer such as fiber reinforcing material, thickening material, erosion inhibitor, aquatic plant seeds, etc. It is related with the greening method of the flood slope which sprays on the slope of flood.
ダム湖を代表とする湖や池、あるいは河川においては、その周囲に断面が図1に示すような、湛水法面が存在する。このような湛水法面では、満水時においても水面の上位に位置する陸上領域、水面の上下によって水面下になったり、水面の上位になったりする変動水位領域があり、陸上領域および変動水位領域ともに緑化領域の対象としている。特に変動水位領域では、波浪あるいは洗掘などの物理的障害によって、その表土は不安定であり裸地となっており、常に崩壊の恐れに曝されている。そのため、この裸地を緑化する方法が提案されてきた。まず、傾斜地表面をマットで覆い、その上を押さえ網で被覆し、その押さえ網をアンカーピンで斜面に固定する方法が提案された(例えば、特許文献1、特許文献6、特許文献7などを参照。)。しかし、この方法では裸地表面の崩壊を防ぐのみであって、法面を緑化するという考えはなかった。このため、ヤシガラ繊維と保水パルプとが含有され、残部がバーク堆肥である緑化基盤材料が提案された(例えば、特許文献2を参照。)。また、網籠内に不織布の袋を収納し、その袋の内部に植生基盤材を充填したボックスを湛水法面に連続的に設置する方法、袋状マットにフロートを付設して一部が水面に浮かぶようにする水際を緑化する方法などが提案された(例えば、特許文献4、特許文献5などを参照。)。また、アンカー挿入用の穴をあけた多数の竹筒を湛水法面に適宜間隔で固定した後、これらの竹筒間および竹筒の上に植生基盤材などの吹き付け材を被覆する湛水法面の緑化方法が提案されている(例えば、特許文献8を参照。)。さらには、ロックウール、ピートモス、セメント、ゼオライト、バーミュキュライトなどを含んだ生育基盤をブロアーにより吹き付ける湛水法面の緑化方法が提案されている(例えば、特許文献9、特許文献10などを参照。)。一方、間欠的に水没する法面、すなわち変動水位領域を緑化するのに適した樹種も提案されている(例えば、特許文献3を参照。)。しかしながら、上記の提案はそれぞれ欠点を有し、湛水法面の裸地を緑化する適切な基盤および方法が見出されていないのが現状である。
本発明は、ダム湖やため池などの湛水法面を対象として、その立地条件に応じた植生環境の安定性を保持し、波浪あるいは洗掘などの物理的障害や表土の流出などを解消し、景観や水質環境などの改善を図るため、水生植物群によって緑化を早期に達成できる植生基盤およびその植生基盤を用いた湛水法面を緑化する方法を開発することが課題である。 The present invention is intended for flooded slopes such as dam lakes and ponds, maintaining the stability of the vegetation environment according to the location conditions, and eliminating physical obstacles such as waves or scouring and topsoil runoff. In order to improve the landscape and water quality environment, it is a challenge to develop a vegetation base that can be planted early with aquatic plants and a method for greening the flooded slope using the vegetation base.
本発明者らは、これらの課題を解決するために種々の検討を行った結果、水生植物群によって緑化を早期に達成できる植生基盤およびその植生基盤を用いた湛水法面を緑化する方法を提供するに至った。 As a result of various investigations to solve these problems, the present inventors have developed a vegetation base that can achieve greening at an early stage by aquatic plants and a method for greening a flooded slope using the vegetation base. It came to offer.
すなわち、セメント、砂もしくは砂質土、繊維補強材、pH緩衝剤、化成肥料、増粘材および水生植物の種子からなることを特徴とする植生基盤であって、植生基盤1m3中にセメント20kg〜40kg、砂もしくは砂質土1,500kg〜1,600kg、繊維補強材100L〜500L、pH緩衝剤0.5kg〜3.0kg、化成肥料1.0kg〜6.0kg、増粘材25kg〜50kgを含有することが好ましい。 That is, a vegetation base comprising cement, sand or sandy soil, fiber reinforcement, pH buffering agent, chemical fertilizer, thickener and aquatic plant seed, and 20 kg of cement in 1 m 3 of vegetation base ~ 40kg, sand or sandy soil 1,500kg ~ 1,600kg, fiber reinforcement 100L ~ 500L, pH buffer 0.5kg ~ 3.0kg, chemical fertilizer 1.0kg ~ 6.0kg, thickener 25kg ~ 50kg It is preferable to contain.
本発明の第二は、セメント、砂もしくは砂質土、繊維補強材、pH緩衝剤、化成肥料および増粘材からなる根茎固定層、植物性ネット並びに繊維補強材、化成肥料、増粘材、侵食防止剤および水生植物の種子からなる耐食層、からなることを特徴とする植生基盤であって、根茎固定層1m3中にセメント20kg〜40kg、砂もしくは砂質土1,500kg〜1,600kg、繊維補強材100L〜500L、pH緩衝剤0.5kg〜3.0kg、化成肥料1.0kg〜6.0kg、増粘材25kg〜50kgを含有し、耐食層1m3中に繊維補強材800L〜1,600L、化成肥料1.0kg〜6.0kg、増粘材25kg〜50kg、侵食防止剤4.0kg〜6.0kgを含有することが好ましい。 The second aspect of the present invention is cement, sand or sandy soil, fiber reinforcing material, pH buffer, rhizome fixed layer comprising a chemical fertilizer and thickener, plant net and fiber reinforcing material, chemical fertilizer, thickener, A vegetation base comprising an erosion inhibitor and an anticorrosive layer composed of seeds of aquatic plants, wherein 20 kg to 40 kg of cement and 1,500 kg to 1,600 kg of sand or sandy soil are contained in 1 m 3 of a rhizome fixed layer. , fiber reinforcement 100L~500L, pH buffering agents 0.5Kg~3.0Kg, chemical fertilizers 1.0Kg~6.0Kg, contain thickeners 25Kg~50kg, fiber reinforcement in the corrosion resistant layer 1m 3 800L~ It preferably contains 1,600 L, chemical fertilizer 1.0 kg to 6.0 kg, thickener 25 kg to 50 kg, erosion inhibitor 4.0 kg to 6.0 kg.
本発明の第三は、セメント、砂もしくは砂質土、繊維補強材、pH緩衝剤、化成肥料、増粘材および水生植物の種子を湛水の法面に吹き付けることを特徴とする湛水法面の緑化方法であって、植生基盤1m3分の造成に必要な材料が、セメント20kg〜40kg、砂もしくは砂質土1,500kg〜1,600kg、繊維補強材100L〜500L、pH緩衝剤0.5kg〜3.0kg、化成肥料1.0kg〜6.0kg、増粘材25kg〜50kgを含有することが好ましい。 The third aspect of the present invention is a flooding method characterized by spraying cement, sand or sandy soil, fiber reinforcing material, pH buffering agent, chemical fertilizer, thickener and aquatic plant seeds on the surface of flooded water. It is a surface greening method, and materials necessary for the construction of a vegetation base of 1 m 3 min are cement 20 kg to 40 kg, sand or sandy soil 1,500 kg to 1,600 kg, fiber reinforcements 100 L to 500 L, pH buffer 0 It is preferable to contain 0.5 kg to 3.0 kg, chemical fertilizer 1.0 kg to 6.0 kg, and thickener 25 kg to 50 kg.
本発明の第四は、湛水の法面に荷重緩徐材を敷設し、その上からセメント、砂もしくは砂質土、繊維補強材、pH緩衝剤、化成肥料、増粘材および水生植物の種子を湛水の法面に吹き付けることを特徴とする湛水法面の緑化方法であって、植生基盤1m3分の造成に必要な材料が、セメント20kg〜40kg、砂もしくは砂質土1,500kg〜1,600kg、繊維補強材100L〜500L、pH緩衝剤0.5kg〜3.0kg、化成肥料1.0kg〜6.0kg、増粘材25kg〜50kgを含有することが好ましい。 The fourth aspect of the present invention is that a load-grading material is laid on the slope of flooded water, and cement, sand or sandy soil, fiber reinforcing material, pH buffering agent, chemical fertilizer, thickening material, and aquatic plant seeds from above. Is a method of planting the slope of the flooded water, which is characterized by spraying water on the slope of the flooded water, and the materials necessary for the construction of a vegetation base of 1 m 3 min are cement 20 kg to 40 kg, sand or sandy soil 1,500 kg It is preferable to contain ˜1,600 kg, fiber reinforcing material 100 L to 500 L, pH buffering agent 0.5 kg to 3.0 kg, chemical fertilizer 1.0 kg to 6.0 kg, and thickener 25 kg to 50 kg.
本発明の第五は、セメント、砂もしくは砂質土、繊維補強材、pH緩衝剤、化成肥料および増粘材からなる根茎固定層を吹き付け、その上に植物性ネットを被覆し、次いで繊維補強材、化成肥料、増粘材、侵食防止剤および水生植物の種子からなる耐食層を湛水の法面に吹き付けることを特徴とする湛水法面の緑化方法であって、根茎固定層1m3中にセメント20kg〜40kg、砂もしくは砂質土1,500kg〜1,600kg、繊維補強材100L〜500L、pH緩衝剤0.5kg〜3.0kg、化成肥料1.0kg〜6.0kg、増粘材25kg〜50kgを含有し、耐食層1m3中に繊維補強材800L〜1,600L、化成肥料1.0kg〜6.0kg、増粘材25kg〜50kg、侵食防止剤4.0kg〜6.0kgを含有することが好ましい。 The fifth aspect of the present invention is to spray a rhizome fixing layer made of cement, sand or sandy soil, fiber reinforcing material, pH buffering agent, chemical fertilizer and thickener, and coat the plant net thereon, and then fiber reinforced A method of greening a flooded slope, characterized by spraying a corrosion resistant layer consisting of wood, chemical fertilizer, thickener, erosion inhibitor and aquatic plant seeds on the slope of flooded water, 1 m 3 of rhizome fixed layer Cement 20kg-40kg, sand or sandy soil 1,500kg-1,600kg, fiber reinforcement 100L-500L, pH buffer 0.5kg-3.0kg, chemical fertilizer 1.0kg-6.0kg, thickening Containing 25 kg to 50 kg of material, fiber reinforcing material 800 L to 1,600 L in 1 m 3 of corrosion resistant layer, chemical fertilizer 1.0 kg to 6.0 kg, thickening material 25 kg to 50 kg, erosion inhibitor 4.0 kg to 6.0 kg Contains It is preferable to do.
本発明の第六は、湛水の法面に荷重緩徐材を敷設し、その上からセメント、砂もしくは砂質土、繊維補強材、pH緩衝剤、化成肥料および増粘材からなる根茎固定層を吹き付け、その上に植物性ネットを被覆し、次いで繊維補強材、化成肥料、増粘材、浸食防止剤および水生植物の種子からなる耐食層を湛水の法面に吹き付けることを特徴とする湛水法面の緑化方法であって、根茎固定層1m3中にセメント20kg〜40kg、砂もしくは砂質土1,500kg〜1,600kg、繊維補強材100L〜500L、pH緩衝剤0.5kg〜3.0kg、化成肥料1.0kg〜6.0kg、増粘材25kg〜50kgを含有し、耐食層1m3中に繊維補強材800L〜1,600L、化成肥料1.0kg〜6.0kg、増粘材25kg〜50kg、侵食防止剤4.0kg〜6.0kgを含有することが好ましい。 The sixth aspect of the present invention is a rhizome fixed layer comprising a load-grading material laid on the slope of flooded water, and comprising a cement, sand or sandy soil, a fiber reinforcing material, a pH buffering agent, a chemical fertilizer and a thickening material. , And a plant net is coated thereon, and then a corrosion-resistant layer composed of fiber reinforcement, chemical fertilizer, thickener, erosion inhibitor and aquatic plant seeds is sprayed on the slope of the flooded water. It is a greening method of a flooded slope, in which 20 to 40 kg of cement, 1,500 to 1,600 kg of sand or sandy soil, 100 L to 500 L of fiber reinforcement, 0.5 kg of pH buffering agent in 1 m 3 of rhizome fixed layer 3.0 kg, compound fertilizer 1.0Kg~6.0Kg, contain thickeners 25Kg~50kg, fiber reinforcement 800L~1,600L in corrosion resistant layer 1 m 3, compound fertilizer 1.0Kg~6.0Kg, increasing Sticky material 25kg ~ 50k g, It is preferable to contain 4.0 kg-6.0 kg of erosion inhibitors.
従来の植生基材吹付工は、バーク堆肥やピートモスなどの有機資材と侵食防止剤および種子を混合して吹き付けているが、このように有機資材を用いることは富栄養化などの問題を生じ、水質汚濁につながるため、湛水法面の緑化を目的とするには適した方法とはいえない。そこで、本発明では分解の緩慢な植物の破砕材、主にココナッツを原料とした繊維補強材を砂もしくは砂質土などに添加している。ここで用いる繊維補強材は有機質に分類されるが、分解が緩慢で約5年は改良材としての機能を持続し、ほぼ無機質と同様に扱うことができる。また、ピートモスは水苔が数千年以上堆積してできた、いわば地球の地下資源であり、ピートランドと呼ばれる沼地や湿地で採掘される。従って、ピートモスの持続的な採掘により、自然環境破壊、特に生態系破壊への懸念が生じる。しかし、繊維補強材は、ココナッツの果実の堅い殻をつくっているファイバー状の層で、マットやロープをつくるために採取された繊維の残滓であるため、廃棄物問題やリサイクルの面で環境保護に役立つ資材である。 Conventional vegetation base sprayers are sprayed by mixing organic materials such as bark compost and peat moss with erosion inhibitors and seeds, but using such organic materials causes problems such as eutrophication, Since it leads to water pollution, it is not a suitable method for the purpose of greening the flood slope. Therefore, in the present invention, a plant crushed material, which is slowly decomposed, and a fiber reinforcing material mainly made of coconut are added to sand or sandy soil. The fiber reinforcing material used here is classified as organic, but its degradation is slow, and the function as an improving material is maintained for about 5 years, and it can be handled almost like an inorganic material. In addition, peat moss is the earth's underground resource that has been built up for thousands of years of moss, and is mined in swamps and wetlands called peat land. Therefore, continuous mining of peat moss raises concerns about the destruction of the natural environment, especially the ecosystem. However, fiber reinforcement is a fibrous layer that forms a hard shell of coconut fruit and is the residue of fibers collected to make mats and ropes, thus protecting the environment in terms of waste issues and recycling. It is a useful material.
このように本発明に用いる資材の多くは、砂もしくは砂質土であって、湛水法面に使用しても水質の富栄養化を招かず、しかも水生植物の種子を混合するので、早期に緑化を達成することができる、環境に配慮した有用な湛水法面の緑化方法である。 As described above, most of the materials used in the present invention are sand or sandy soil, which does not cause eutrophication of water quality even when used for flooding slopes, and mixes the seeds of aquatic plants. It is a useful greening method of the water slope that can achieve greening.
本発明の工法は、セメント、砂もしくは砂質土、繊維補強材、pH緩衝剤、化成肥料、増粘材からなる根茎固定層と、種子、繊維補強材、化成肥料、増粘材、侵食防止剤からなる耐食層を基本とするものである。工法としては根茎固定層のみの吹き付けと、根茎固定層と耐食層の両方により吹き付ける複層吹き付けに分類されるが、根茎固定層のみの吹き付けの場合は、この層に種子を混合する。根茎固定層のみとするか、根茎固定層および耐食層の複層にするかは、湛水面の波浪によって発生する洗掘や地山からの表流水などによる影響を考慮に入れ、さらに法面の勾配を配慮し表1を参考として決定する。そのフローチャートは図7に示したとおりであって、複層吹き付けには根茎固定層と耐食層の境界面に植物性ネットを張ることが望ましい。また、耐食層に添加する侵食防止剤には高分子系樹脂を用いるが、例としてポリ酢酸ビニルを挙げることができる。吹き付け層別の断面図の例を図2および図3に示したが、本発明の断面図は図2および図3に限定されるものではない。 The construction method of the present invention includes cement, sand or sandy soil, fiber reinforcing material, pH buffering agent, chemical fertilizer, thickening material rhizome fixing layer, seed, fiber reinforcing material, chemical fertilizer, thickening material, erosion prevention It is based on a corrosion-resistant layer made of an agent. Construction methods are classified into spraying only the rhizome fixed layer and multiple layer spraying using both the rhizome fixed layer and the corrosion-resistant layer. In the case of spraying only the rhizome fixed layer, seeds are mixed in this layer. Whether to use only a rhizome fixed layer or a rhizome fixed layer and a corrosion-resistant layer, consider the effects of scouring caused by waves on the inundation surface and surface water from the natural ground. Determine with reference to Table 1 considering the gradient. The flow chart is as shown in FIG. 7, and it is desirable to spread a plant net on the boundary surface between the rhizome fixed layer and the corrosion-resistant layer for the multi-layer spraying. In addition, a polymer resin is used as the corrosion inhibitor added to the corrosion-resistant layer, and polyvinyl acetate can be given as an example. Although the example of sectional drawing according to spraying layer was shown in FIG.2 and FIG.3, sectional drawing of this invention is not limited to FIG.2 and FIG.3.
本発明における吹き付け材の厚さは、根茎固定層では5cm〜10cm、耐食層では1cm〜2cmとし、総厚さを6cm〜12cmとなるように設計する。本発明の耐食層には4つの利点がある。すなわち、第一には、ココナッツから採取できる繊維補強材を加えることにより、ココナッツの性質である透水性と保水性が良好であることから水分の適度な吸収、発散が行われるスポンジ効果が期待できる。第二には、繊維補強材が網目状に配置されていることから吹き付け材と地山との一体化が促進されることである。第三には、図4に示すように植生の根が繊維補強材の隙間に誘導され、種子吹き付け層、すなわち、表面層の流出が抑制されることである。第四には、耐食層が1cm〜2cmと薄層状であることから植生の発芽率が確保され、種子量の軽減によりコストが削減されることである。ここに、根茎固定層の配合表を表2に、耐食層の配合表を表3に示した。 The spray material in the present invention is designed to have a thickness of 5 cm to 10 cm for the rhizome fixed layer, 1 cm to 2 cm for the corrosion resistant layer, and a total thickness of 6 cm to 12 cm. The corrosion resistant layer of the present invention has four advantages. That is, firstly, by adding a fiber reinforcing material that can be collected from coconut, the water permeability and water retention, which are the properties of coconut, are good, so that a sponge effect can be expected in which moisture is appropriately absorbed and diffused. . Second, since the fiber reinforcing material is arranged in a mesh shape, the integration of the spray material and the natural ground is promoted. Third, as shown in FIG. 4, the roots of the vegetation are guided into the gaps in the fiber reinforcement, and the seed spray layer, that is, the outflow of the surface layer is suppressed. Fourth, since the corrosion-resistant layer is 1 cm to 2 cm thin, the germination rate of vegetation is ensured, and the cost is reduced by reducing the seed amount. Table 2 shows the recipe for the rhizome fixed layer, and Table 3 shows the recipe for the corrosion-resistant layer.
植生基盤の安定を確実に保持するため、図5に示したような荷重緩徐材を用いることができる。荷重緩徐材は木材や鉄を利用して法面に固定し、植生基盤の安定を図ることができる。また、竹が生育している地域では、竹をアンカーで固定する方法を用いることができる。竹は多くの細工品が作られていることからも判るように強固で腐食しにくいという利点があるが、その逆に放置すれば、強靱な根によって他の植物を破壊して、多様性が失われる要因ともなる。そこで、竹を活用することによって、リサイクルや生物の多様性というような環境保全にも貢献できる。 In order to reliably maintain the stability of the vegetation base, a load grading material as shown in FIG. 5 can be used. The load grading material can be fixed to the slope using wood or iron to stabilize the vegetation base. Moreover, in the area where bamboo grows, a method of fixing bamboo with an anchor can be used. Bamboo has the advantage of being strong and difficult to corrode as can be seen from the fact that many crafts are made, but conversely, if left unattended, other plants are destroyed by strong roots, and diversity is increased. It can be a cause of loss. Therefore, using bamboo can contribute to environmental conservation such as recycling and biodiversity.
本発明では、主要材料として砂もしくは砂質土を用い、これに繊維補強材を混合したものを吹き付けるという技術で植生基盤を造成することによって、富栄養化による水質汚濁などの問題を解消することができる。ここで砂とは細砂および粗砂をいい、砂質土とは砂に粘土およびシルト成分が5〜10%程度含まれたものをいう。繊維補強材は、主にココナッツを原料とした繊維を用い、半永久的に供給可能である。また、この繊維補強材を吹き付けることによって、保水性、透水性が大きくなるとともに、繊維の絡みによるネット効果も期待できる。これにより、湛水法面の洗掘などが抑制される。セメントは材料の固結を促進し、流出を防止するものである。 In the present invention, the problem of water pollution due to eutrophication is solved by creating a vegetation base using a technique in which sand or sandy soil is used as a main material and a mixture of fiber reinforcing materials is sprayed on the vegetation base. Can do. Here, sand refers to fine sand and coarse sand, and sandy soil refers to sand containing clay and silt components in an amount of about 5 to 10%. The fiber reinforcing material can be supplied semipermanently using fibers mainly made of coconut. Further, by spraying this fiber reinforcing material, water retention and water permeability are increased, and a net effect due to fiber entanglement can be expected. Thereby, scouring of the flood slope is suppressed. Cement promotes consolidation of materials and prevents outflow.
本発明におけるpH緩衝剤は、植生基盤におけるセメント成分の強アルカリ性を緩和する機能をもつものである。pH緩衝剤には、過燐酸石灰、重過燐酸石灰、イオウ、石膏などを例示することができる。化成肥料としては、特に限定されるものではないが、肥効期間が3〜12ヶ月であるコーティング肥料が本発明を実施するためには好ましい。また、増粘材としては、現地で採取できる石炭灰、火山土、粘土などを活用し、潜在的な砂質土の養分保持能力を増強し、養分の流出防止を図ることができる。 The pH buffer in the present invention has a function of relaxing the strong alkalinity of the cement component in the vegetation base. Examples of the pH buffer include lime superphosphate, lime heavy perphosphate, sulfur, gypsum and the like. Although it does not specifically limit as a chemical fertilizer, The coating fertilizer whose fertilization effect period is 3 to 12 months is preferable in order to implement this invention. In addition, as the thickening material, coal ash, volcanic soil, clay, etc. that can be collected locally can be used to enhance the ability to retain nutrients in potential sandy soil and prevent the outflow of nutrients.
本発明では、水生植物を導入することにより、その茎や根が水中で沈澱もしくは吸着した粒子の栄養塩類の中で窒素やリンを栄養分として多量に吸収し生育する。また、葉や茎に栄養塩類が接触することにより、濁りの原因である浮遊物が沈澱し、透明度が回復する。さらに、水辺に生息する生物にとって安定した環境を作り出すことで生態系の保護に貢献できる。水生植物には種子繁殖によるものと、地下茎により繁殖していく栄養体繁殖があるが、表4にそれらの植物を例示した。 In the present invention, by introducing aquatic plants, nitrogen and phosphorus are absorbed and grown in large amounts as nutrients in the nutrient salts of particles whose stems and roots are precipitated or adsorbed in water. Further, when nutrient salts come into contact with leaves and stems, suspended matters that cause turbidity are precipitated, and transparency is restored. Furthermore, it can contribute to the protection of ecosystems by creating a stable environment for living organisms living in the water. Aquatic plants include seed propagation and vegetative propagation that propagates through the underground stem. Table 4 shows examples of these plants.
本発明における、根茎固定層あるいは耐食層の配合基材の吹き付けは、通常の吹き付け工を実施する吹付装置を使用することができる。例えば、図6に示したように計量ホッパー、ベルトコンベアー、吹付機、ノズルなどからなり、砂・砂質土を計量し、セメント、繊維補強材、増粘材、pH緩衝剤、肥料、種子などを混合して、ベルトコンベアーにより吹付機に供給され、吹付機よりノズルを経由して根茎固定層あるいは耐食層として吹き付けることができる。 In the present invention, spraying of the mixed base material of the rhizome fixed layer or the corrosion-resistant layer can be performed using a spraying device that performs a normal spraying process. For example, as shown in Fig. 6, it consists of a weighing hopper, belt conveyor, spraying machine, nozzle, etc., and measures sand, sandy soil, cement, fiber reinforcement, thickener, pH buffer, fertilizer, seeds, etc. Are supplied to the spraying machine by a belt conveyor, and can be sprayed from the spraying machine as a rhizome fixed layer or a corrosion-resistant layer via a nozzle.
本発明の施工方法は上述のとおりであるが、図7に施工のフローチャートを示したように、単層吹付構造の場合には根茎固定層吹付工の後、後片付けおよび清掃に入るが、複層吹付構造の場合には根茎固定層吹付工の後、植物性ネット張り工(緑化基礎工)および耐食層吹付工を実施した後、後片付けおよび清掃に入る。 Although the construction method of the present invention is as described above, as shown in the flowchart of construction in FIG. 7, in the case of a single layer spraying structure, after the rhizome fixed layer spraying, the cleaning and cleaning are started. In the case of the spraying structure, after the rhizome fixed layer spraying work, the plant netting work (greening foundation work) and the corrosion-resistant layer spraying work are carried out, and then the cleaning and cleaning are started.
(実施例1)
根茎固定層のみの植生基盤による緑化を表5に示した配合設計に基づき、セメント20kg、砂・砂質土1,500kg、繊維補強材としてココナッツ繊維200L、pH緩衝剤として過燐酸石灰1.5kg、コーティング肥料1.5kg、増粘材として石炭灰25kg、水160kg並びにミズアカネの種子372gおよびペレニアルライグラスの種子28gを、株式会社マキノグリーンの実験ヤード(山口県北部)において42.6m×20.9mのA区画に空気率が10%になるように吹き付けた。植生基盤施工後14カ月後にその植生結果を調査した。その結果、幼木の密度は表6に示したとおりであって、所期の目的を達成した。
(Example 1)
Based on the blending design shown in Table 5, the planting base of the rhizome fixed layer only, cement 20kg, sand and sandy soil 1,500kg, coconut fiber 200L as fiber reinforcement, 1.5kg superphosphate lime as pH buffer , Coating fertilizer 1.5kg, coal ash 25kg as thickener, water 160kg, mizuakane seed 372g and perennial ryegrasse seed 28g, 42.6m x 20.9m at the experimental yard of Makino Green Co., Ltd. It sprayed so that the air rate might be set to 10% of A section. The vegetation results were investigated 14 months after the vegetation foundation construction. As a result, the density of young trees was as shown in Table 6 and achieved the intended purpose.
(実施例2)
根茎固定層を表7に示した配合設計に基づき、セメント20kg、砂・砂質土1,500kg、繊維補強材としてココナッツ繊維200L、pH緩衝剤として過燐酸石灰1.5kg、コーティング肥料1.5kg、増粘材として石炭灰25kgおよび水160kgを株式会社マキノグリーンの実験ヤード(山口県北部)において62.5m×40.0mのB区画において空気率が10%になるように吹き付けた。根茎固定層を施工後、ココナッツ繊維からなる25mm×20mmの網目の植物性ネットにより根茎固定層を被い、その上層に耐食層を表7に示した配合設計に基づき、繊維補強材としてココナッツ繊維830L、コーティング肥料4kg、増粘材として石炭灰25kg、侵食防止剤としてポリ酢酸ビニル5kg、水160kg並びにヤマハギの種子105.8g、メドハギの種子47.6g、ペレニアルライグラスの種子13.6gおよびミズアカネの種子を適当量を吹き付けた。植生基盤施工後14カ月後にその植生結果を調査した。その結果、幼木が得られ、各樹種別の密度は表8に示したとおりであって、所期の目的を達成した。
(Example 2)
Based on the formulation shown in Table 7, the rhizome fixed layer is 20kg cement, 1,500kg sand / sandy soil, 200L coconut fiber as fiber reinforcement, 1.5kg superphosphate lime as pH buffer, 1.5kg coating fertilizer Then, 25 kg of coal ash and 160 kg of water were sprayed as thickeners at an experimental yard of Makino Green Co., Ltd. (northern Yamaguchi Prefecture) so that the air rate was 10% in the B section of 62.5 m × 40.0 m. After constructing the rhizome fixing layer, the rhizome fixing layer is covered with a plant net of 25 mm × 20 mm made of coconut fiber, and the corrosion resistant layer is formed on the upper layer, based on the blending design shown in Table 7, coconut fiber as a fiber reinforcing material 830L, coated fertilizer 4kg, coal ash 25kg as thickener, polyvinyl acetate 5kg as erosion inhibitor, water 160kg and yamahagi seeds 105.8g, medhagi seeds 47.6g, perennial ryegrass seeds 13.6g and An appropriate amount of seed was sprayed. The vegetation results were investigated 14 months after the vegetation foundation construction. As a result, young trees were obtained, and the density of each tree type was as shown in Table 8, achieving the intended purpose.
本発明は、ダム湖やため池などの湛水法面を緑化するための植生基盤および緑化方法であって、法面の勾配が緩やかな場合には、セメント、砂もしくは砂質土、繊維補強材、pH緩衝剤、化成肥料、増粘材および水生植物の種子の混合物を水で希釈し、吹き付けることによって、湛水法面に植生基盤を造成し、緑化することができる。また、法面の勾配が急な場合には、セメント、砂もしくは砂質土、繊維補強材、pH緩衝剤、化成肥料、増粘材を水で希釈し、吹き付けることによって根茎固定層を造成し、その上に植物性ネットを被覆し、更に繊維補強材、化成肥料、増粘材、侵食防止剤および水生植物の種子の混合物を水で希釈し、吹き付けることによって耐食層を造成することによって、湛水法面に植生基盤を造成し、短期間に効率よく緑化することができる。 The present invention relates to a vegetation base and a greening method for greening flooded slopes such as dam lakes and ponds, and when the slope of the slope is gentle, cement, sand or sandy soil, fiber reinforcing material A mixture of pH buffer, chemical fertilizer, thickener and aquatic plant seeds can be diluted with water and sprayed to create a vegetation base on the flooded slope and green. In addition, when the slope of the slope is steep, dilute cement, sand or sandy soil, fiber reinforcement, pH buffer, chemical fertilizer, thickener with water and spray to form a rhizome fixed layer. By coating the plant net on it, and further creating a corrosion resistant layer by diluting and spraying a mixture of fiber reinforcement, chemical fertilizer, thickener, erosion inhibitor and aquatic plant seeds with water, By creating a vegetation base on the flood slope, it can be planted efficiently in a short time.
1:湛水法面
2:変動水位領域の植生の1例
3:陸上領域の植生の1例
4:根茎固定層
5:荷重緩徐材
6:植物性ネット
7:耐食層
8:植生の1例
11:砂・砂質土
12:セメント、繊維補強材、増粘材、pH緩衝剤、肥料、種子など
13:計量ホッパー
14:ベルトコンベアー
15:吹付機
16:ノズル
1: Inundation slope 2: One example of vegetation in the variable water level region 3: One example of vegetation in the land region 4: Rhizome fixed layer 5: Slow load material 6: Plant net 7: Corrosion resistant layer 8: One example of vegetation 11: Sand / sandy soil 12: Cement, fiber reinforcing material, thickener, pH buffer, fertilizer, seed, etc. 13: Weighing hopper 14: Belt conveyor 15: Spraying machine 16: Nozzle
Claims (10)
Cement 20kg~40kg rhizomes in the fixed layer 1 m 3, sand or sandy soil 1,500Kg~1,600kg, fiber reinforcement 100L~500L, pH buffering agents 0.5Kg~3.0Kg, chemical fertilizer 1.0kg~6 .0Kg, containing thickeners 25Kg~50kg, corrosion resistant layer 1 m 3 fiber reinforcement in 800L~1600L, fertilizer 1.0Kg~6.0Kg, thickeners 25Kg~50kg, erosion inhibitor 4.0kg~ The method for greening a flood slope according to claim 8 or 9, comprising 6.0 kg.
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CN104963310A (en) * | 2015-07-10 | 2015-10-07 | 常州市荣顺电子有限公司 | Method for repairing hydro-fluctuation belt by means of vegetation |
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