JPH0489919A - Foundation for vegetation - Google Patents
Foundation for vegetationInfo
- Publication number
- JPH0489919A JPH0489919A JP2203483A JP20348390A JPH0489919A JP H0489919 A JPH0489919 A JP H0489919A JP 2203483 A JP2203483 A JP 2203483A JP 20348390 A JP20348390 A JP 20348390A JP H0489919 A JPH0489919 A JP H0489919A
- Authority
- JP
- Japan
- Prior art keywords
- organic
- porous concrete
- natural
- vegetation
- slope
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000007787 solid Substances 0.000 claims description 27
- 239000004568 cement Substances 0.000 claims description 11
- 239000000203 mixture Substances 0.000 claims description 9
- 239000011230 binding agent Substances 0.000 claims description 8
- 239000011368 organic material Substances 0.000 claims description 6
- 239000008187 granular material Substances 0.000 claims description 5
- 239000004575 stone Substances 0.000 claims description 5
- 241000609240 Ambelania acida Species 0.000 claims description 3
- 239000010905 bagasse Substances 0.000 claims description 3
- 229910010272 inorganic material Inorganic materials 0.000 claims description 3
- 239000011147 inorganic material Substances 0.000 claims description 3
- 239000003415 peat Substances 0.000 claims description 3
- 235000013162 Cocos nucifera Nutrition 0.000 claims description 2
- 244000060011 Cocos nucifera Species 0.000 claims description 2
- 239000002361 compost Substances 0.000 claims description 2
- 239000008267 milk Substances 0.000 claims description 2
- 210000004080 milk Anatomy 0.000 claims description 2
- 235000013336 milk Nutrition 0.000 claims description 2
- 239000010902 straw Substances 0.000 claims description 2
- 239000002023 wood Substances 0.000 claims description 2
- 239000002585 base Substances 0.000 description 19
- 239000002689 soil Substances 0.000 description 17
- 239000003337 fertilizer Substances 0.000 description 13
- 241000196324 Embryophyta Species 0.000 description 11
- 239000000463 material Substances 0.000 description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 10
- 238000010276 construction Methods 0.000 description 8
- 238000005507 spraying Methods 0.000 description 7
- 239000004570 mortar (masonry) Substances 0.000 description 5
- CPLXHLVBOLITMK-UHFFFAOYSA-N Magnesium oxide Chemical compound [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 description 4
- 239000011398 Portland cement Substances 0.000 description 4
- 230000008635 plant growth Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000000835 fiber Substances 0.000 description 3
- 238000000354 decomposition reaction Methods 0.000 description 2
- 230000012010 growth Effects 0.000 description 2
- 239000000395 magnesium oxide Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 230000007935 neutral effect Effects 0.000 description 2
- 235000015097 nutrients Nutrition 0.000 description 2
- 239000005416 organic matter Substances 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- IMROMDMJAWUWLK-UHFFFAOYSA-N Ethenol Chemical compound OC=C IMROMDMJAWUWLK-UHFFFAOYSA-N 0.000 description 1
- 206010016807 Fluid retention Diseases 0.000 description 1
- 229910019142 PO4 Inorganic materials 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000003864 humus Substances 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- -1 improver) Substances 0.000 description 1
- 239000003112 inhibitor Substances 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 230000004060 metabolic process Effects 0.000 description 1
- 239000010452 phosphate Substances 0.000 description 1
- NBIIXXVUZAFLBC-UHFFFAOYSA-K phosphate Chemical compound [O-]P([O-])([O-])=O NBIIXXVUZAFLBC-UHFFFAOYSA-K 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Landscapes
- Cultivation Of Plants (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、主として法面を緑化するための植生基盤に関
する。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention mainly relates to a vegetation base for greening slopes.
(従来の技術及びその問題点)
一般に山肌が露出した部分に植生を施す緑化工の技術体
系は、緑化基礎工、植生工、植生管理工の三つの柱から
なっている。この内、緑化基礎工は、植生基盤の改善、
安定維持、造成を図ることを目的とするもので、従来か
ら山林や丘陵地を深く切り下げて山の地肌か露出した箇
所において、雨水や凍上環による土壌の流失を防止する
ための擁壁工や法枠工あるいは厚層基材吹付工が施工さ
れている。擁壁工は、主として法面をコンクリートブロ
ックや現場打のコンクリート壁をもって覆う工法であり
、法枠工は、山肌に格子状のコンクリート製枠を敷設す
るものである。また厚層基材吹付工は、種子、肥料を混
入した客土を法面に吹き付け、植物の根による客土の緊
縛によって土壌の流失を防止させるものである。(Conventional technology and its problems) Generally speaking, the technical system of greening work, which applies vegetation to exposed areas of mountains, consists of three pillars: greening foundation work, vegetation work, and vegetation management work. Among these, greening foundation works include improving the vegetation base,
The purpose of this project is to maintain stability and create a stable land. Traditionally, retaining walls and other structures have been used to prevent soil from being washed away by rainwater and frost-heaving rings in areas where the mountain's bare surface has been exposed by deeply cutting down forests and hills. Slope construction or thick-layer base material spraying construction is being carried out. Retaining wall construction is a construction method that primarily covers slopes with concrete blocks or cast-in-place concrete walls, and retaining wall construction involves laying a lattice-shaped concrete frame on the mountain surface. Thick-layer base material spraying involves spraying soil mixed with seeds and fertilizer onto the slope, and preventing the soil from washing away by binding the soil with plant roots.
このような擁壁工や、法枠工では、生育基盤の滑落は避
けられても著しく美観を損なう、また、厚層基材吹付工
は、法面傾斜が60度以上になると根糸の土壌緊縛力が
減少するため、たとえ植生を導入しても数年は繁茂する
が、雨水や凍上等によって造成基盤が流失することが多
い、また、岩盤や岩石採掘後のような岩石質の法面では
、厚層基材吹付工等で植生基盤の造成を行っても、岩石
質法面には透水性かないため、少雨でも地表流が発生し
て造成基盤が流失し易く、また、植生を施しても衰退が
早く生じるため、−時的に生育させることができても永
続性ある緑の復旧は極めて回能であり、景観を保全する
上で大きな問題となっていた。In such retaining wall construction and slope construction, even if the sliding of the growth base can be avoided, the aesthetic appearance is significantly impaired.In addition, thick-layer base material spraying works can cause root thread soil to fall if the slope slope is 60 degrees or more. Because the binding force is reduced, even if vegetation is introduced, it will flourish for several years, but the foundation is often washed away by rainwater, frost heave, etc., and the slope of rocky slopes, such as those after rock quarrying. However, even if a vegetated base is created using thick base material spraying, etc., the rocky slope is not permeable to water, so surface flow occurs even in light rainfall and the created base is likely to be washed away. However, even if it is possible to grow it temporarily, it is extremely difficult to restore permanent greenery, which has been a major problem in landscape conservation.
一方近年において、粒状の粗骨材にセメントペーストを
まぶして互いに連結固化させ、内部に連続空隙を形成し
たボースラコンクリートを法面に布設し、その空隙内に
種子や肥料を混した土を充填して緑化しようとする方法
が試みられている(特開昭53−114204号、特公
昭58−10535号公報)。On the other hand, in recent years, granular coarse aggregate is sprinkled with cement paste and solidified to connect with each other to form continuous voids inside.Bosra concrete is laid on the slope, and the voids are filled with soil mixed with seeds and fertilizers. Attempts have been made to green the area by increasing the amount of greenery (Japanese Unexamined Patent Publications No. 114204/1982 and Japanese Patent Publication No. 10535/1983).
しかし、これらの従来のポーラスコンクリートによる工
法は、ポーラスコンクリート打設後、その表面より空隙
中へ客土を充填するものであり、このため空隙内への充
分に客土を充填することができず、保水量が少なく、乾
燥により植物がほとんど生育できないで短期間で枯死し
てしまう他、客土量が少く保肥性に欠け、短期間で肥料
切れ状態となり、長期に亘って生存しにくいという間組
があった。However, in these conventional porous concrete construction methods, after pouring the porous concrete, soil is filled into the voids from the surface of the porous concrete, and as a result, it is not possible to fill the voids with soil sufficiently. The amount of water retained is low, and due to dryness, plants are unable to grow and wither in a short period of time.In addition, the amount of added soil is small and lacks fertilizing properties, so the fertilizer runs out in a short period of time, making it difficult for plants to survive over a long period of time. There was an intermission.
(発明か解決しようとする課題)
上述の如き現状から、従来、山の地肌が露出した箇所や
岩盤が露出した箇所であっても崩れ難く、保水性、保肥
性に富み、永久的に植物の生育が維持できる植生基盤が
要望されていた。(Problem to be solved by the invention) Due to the current situation as described above, conventionally, even in places where the bare surface of the mountain or bedrock is exposed, it is difficult to collapse, has high water and fertilizer retention properties, and can be used as a permanent plant. There was a need for a vegetation base that could sustain growth.
本発明は、上述の如き間頭を解決し、従来の要望を満た
すことのできる緑化用の植生基盤の造成方法の提供を目
的としてなされたものである。The present invention has been made with the object of providing a method for creating a vegetation base for greening that can solve the above-mentioned problems and satisfy the conventional demands.
(課題を達成するための手段)
上記目的を達成するための本発明の要旨とするところは
、有機質成分を主体とした粒状の有機固形物と、砕石等
の天然もしくは人工のコンクリート用無機質骨材とを混
合し、セメントミルク等のバインダーにより前記有機質
固形物及び無機質骨材間を連結固化させてポーラスコン
クリート状に一体化させてなる植生基盤に存する。(Means for Achieving the Object) The gist of the present invention to achieve the above object is to use a granular organic solid mainly composed of organic components and a natural or artificial inorganic aggregate for concrete such as crushed stone. The organic solids and inorganic aggregates are mixed together and solidified using a binder such as cement milk to form a porous concrete structure.
ここに有機固形物としては、木材、バガス、バーク側L
ヤシ、シュロ、ピートモス、ワラ等の繊維状の天然有機
材料の一種もしくは複数種の混合物をそのまま、もしく
は顆粒状、ブリケット状に成型したもの、あるいは上記
した天然有機質材料及び/又は人工の有機質材料と天然
の無機質材料及びバインダーを混合して顆粒状もしくは
ブリケット状に成型したものを使用できる。Here, as organic solids, wood, bagasse, bark side L
One or more types of fibrous natural organic materials such as coconut, coir, peat moss, straw, etc., either as is or formed into granules or briquettes, or with the above-mentioned natural organic materials and/or artificial organic materials. A mixture of a natural inorganic material and a binder and molded into granules or briquettes can be used.
また、これらの有機固形物は、場所及び植生の種類によ
って分解速度の早いもの、遅いものを適宜混合して使用
するのが好ましい。Furthermore, it is preferable to use a mixture of organic solids that have a fast decomposition rate and those that have a slow decomposition rate depending on the location and type of vegetation.
有機固形物及び無機質骨材間を連結してポーラスコンク
リート状となすためのバインダーとしては、ポルトラン
ドセメント、マグネシアセメント等が使用できるが、ポ
ルトランドセメントはアルカリが強く、植物の種類によ
っては中性に近いマグネシアセメント、リン酸セメント
を使用するのか好ましい。しかし、一般のコンクリート
と興なり、ポーラスコンクリート状となすと中性化か早
くポルトランドセメントを用いても問題は少ない。Portland cement, magnesia cement, etc. can be used as a binder to connect organic solids and inorganic aggregates to form a porous concrete, but portland cement is highly alkaline, and depending on the type of plant, it may be close to neutral. It is preferable to use magnesia cement or phosphate cement. However, since it is similar to ordinary concrete, if it is made into porous concrete, it becomes neutral quickly and there are few problems even if Portland cement is used.
一般にポーラスコンクリートは砕石等の粗骨材を水硬性
組成物と水とを混練して得られるか、本発明では骨材と
して砕石等の天然又は人工の無機質骨材とともに有機固
形物を使用するので、有機固形物を多く用いるとポーラ
スコンクリートの強度が低下するため、その使用量は、
使用方法、使用箇所、有機質骨材の種類及び形態によっ
て異なるか、骨材総量の10〜50容量%程度が望まし
い。In general, porous concrete is obtained by kneading coarse aggregate such as crushed stone with a hydraulic composition and water, or in the present invention, organic solids are used as aggregates together with natural or artificial inorganic aggregate such as crushed stone. , the strength of porous concrete decreases when a large amount of organic solids is used, so the amount used is
The amount varies depending on the usage method, location, type and form of the organic aggregate, and is preferably about 10 to 50% by volume of the total amount of aggregate.
(作用)
本発明の植生基盤は、有機固形物と無機質骨材がいわゆ
るポーラスコンクリートの粒状骨材となり、各粒状骨材
間に空隙が形成されてポーラスコンクリート状に成型さ
れている。(Function) In the vegetation base of the present invention, organic solids and inorganic aggregates form granular aggregates of so-called porous concrete, and voids are formed between each granular aggregate to form porous concrete.
そして、成型当初は無機質骨材とともに有機固形物も粒
状の骨材となってポーラスコンクリート状を構成してお
り、その空隙内に客土及び肥料を充填することによって
植生が可能になり、有機固形物は植物生育基盤として作
用し、保水性及び緩効性の肥料供給の役目を果たす。At the beginning of molding, organic solids and inorganic aggregates become granular aggregates to form porous concrete, and by filling the voids with soil and fertilizer, vegetation becomes possible, and organic solids become granular aggregates. The material acts as a substrate for plant growth, retaining water and providing slow-release fertilizer.
最近、土壌中の有機物の中には植物の代謝調節作用を有
するものがあることが知られ、養分の過不足等の不良粂
件下での植物の生育低下を防ぐことかわかってきたが、
本発明の有機物骨材もやがて腐食し、分解して上記の如
き作用か得られるほかに長期的肥料ともなる。Recently, it has been known that some organic matter in soil has the ability to regulate plant metabolism, and it has been found that it prevents declines in plant growth under poor conditions such as excess or deficiency of nutrients.
The organic aggregate of the present invention will corrode and decompose over time, and in addition to providing the above-mentioned effects, it can also be used as a long-term fertilizer.
また、有機固形物は経時的に腐食し、分解されることに
より腐植となるが、無機質骨材は分解せずに残り、ポー
ラスコンクリート状の粗骨材による空隙率が10〜50
%増大し、植物生育基盤容量及び植物の根の支持容量を
増大する。In addition, organic solids corrode and decompose over time to become humus, but inorganic aggregate remains undecomposed, and the porosity of coarse aggregate in porous concrete is 10 to 50.
%, increasing plant growth substrate capacity and plant root support capacity.
(実施例) 次に本発明の実施例を図面について説明する。(Example) Next, embodiments of the present invention will be described with reference to the drawings.
第1図は本発明をモルタル吹き面からなる法面の擁壁緑
化に使用した例を示しており、図において1は本発明に
係る植生基盤であり、2は法面である。植生基盤1は砕
石からなる無機質骨材3と、粒状の有機固形物4及びポ
ルトランドセメントに水を加えたセメントペーストから
なるバインダーを一定比率で混合し、内部に連結空11
11!5を形成したポーラスコンクリート状となってい
る。FIG. 1 shows an example in which the present invention is used for greening a retaining wall on a slope made of a mortar-blown surface. In the figure, 1 is the vegetation base according to the present invention, and 2 is the slope. The vegetation base 1 is made by mixing an inorganic aggregate 3 made of crushed stone, a binder made of granular organic solids 4 and a cement paste made by adding water to Portland cement in a fixed ratio, and has a connecting cavity 11 inside.
It has a porous concrete shape with 11!5.
植生基盤1は、第2図に示すようにその一部を拡大する
と、無機質骨材3と有機固形物4とか一定比率で混在し
ているか、時間の経過に伴い、第3図のように有機固形
物4は腐食し、その分だけ空隙5が拡がり一層粗骨材の
空隙率の高いポーラスコンクリートか得られる。When a part of the vegetation base 1 is enlarged as shown in Figure 2, it can be seen that inorganic aggregate 3 and organic solids 4 are mixed at a certain ratio, or as time passes, organic solids 4 are mixed as shown in Figure 3. The solid matter 4 corrodes, and the voids 5 expand accordingly, resulting in porous concrete with a higher porosity of coarse aggregate.
有機固形物が腐食した後のポーラスコンクリート1は、
4週間圧縮強度20kr/−以上の強度かあれば、それ
自体は実用上問題はないが、例えば下地となる法面が上
述したモルタル吹き面のように、ポーラスコンクリート
との付着性が低く、脱落の危険かあるような場合は下地
法面2にアンカー6を用いるか、下地法面に予めセメン
トペースト等を吹付け、その硬化前にポーラスコンクリ
ートを打設する等の方法を採用するのか望ましい。Porous concrete 1 after the organic solids have corroded,
If the strength is 4 weeks compressive strength 20 kr/- or more, there is no practical problem in itself, but for example, if the base slope is the mortar blown surface mentioned above, it has poor adhesion to porous concrete and may fall off. If there is a risk of this, it is preferable to use anchors 6 on the base slope 2, or to spray cement paste or the like on the base slope in advance and pour porous concrete before it hardens.
また、下地法面2が軟弱か、硬い所と柔らかい所が混在
するような場合や、気象作用等でポーラスコンクリート
に曲げや引張り等の力が加わり、破壊か予想される場合
は溶接金網や、菱形金網等の金網7−鉄筋又は耐アルカ
リガラス繊維、有機繊維等のIa維で補強するのか望ま
しい。In addition, if the base slope 2 is soft or has a mixture of hard and soft areas, or if bending or tensile forces are applied to the porous concrete due to weather effects and damage is expected, welded wire mesh, etc. Wire mesh 7, such as a diamond-shaped wire mesh, is preferably reinforced with reinforcing bars or Ia fibers such as alkali-resistant glass fibers or organic fibers.
ポーラスコンクリートの厚みは法面の勾配や空隙率、生
育を期待する植物の種類等により異なるか、通常3〜2
0c*程度か要求される。法面勾配が緩い場合、植物の
根入り深さが浅くなるため、ポーラスコンクリートの厚
みは大きい方が好ましく、また、大木類等の比較的大き
くなって根のはるものは、やはりポーラスコンクリート
の厚みの大きい方が好ましい。The thickness of porous concrete varies depending on the slope of the slope, the porosity, the type of plants expected to grow, etc., and is usually 3 to 2.
Approximately 0c* is required. If the slope slope is gentle, the depth of roots of plants will be shallow, so it is preferable to use thicker porous concrete.Also, for things that grow relatively large and have roots, such as large trees, it is better to use porous concrete. A larger thickness is preferable.
かくして植生基盤1が得られるが、ポーラスコンクリー
トの空隙に自然の土もしくは人工土をつめれば早期に緑
化が可能になる。あるいは土をっけなくとも周囲の植物
の枯葉等が空隙部につまり、自然に植物が生える。さら
にポーラスコンクリートの有機質骨材が腐食すれば新た
に空隙を生じるとともに、腐食した有機質が植生の肥料
等となって永久的な緑化か遂行される。In this way, the vegetation base 1 is obtained, but if the voids in the porous concrete are filled with natural soil or artificial soil, greening can be achieved at an early stage. Alternatively, even if the soil is not removed, dead leaves from surrounding plants will fill the voids and plants will naturally grow. Furthermore, when the organic aggregate of porous concrete corrodes, new voids are created, and the corroded organic matter becomes fertilizer for vegetation, resulting in permanent greening.
また、ポーラスコンクリートの下に有機質骨材と同じ組
成の物を配置してもよい。Furthermore, an organic aggregate having the same composition as the organic aggregate may be placed under the porous concrete.
試験例
節理か多く破砕された岩盤面の風化を防止するなめに吹
付けたモルタル面(勾配的45°)に穴を明け、9閣φ
のアンカーをモルタル面から頭が約51出るように設置
した後、高圧水で洗浄し、水セメント比40%のセメン
トペーストを約3++mの厚みで吹付けた。セメントペ
ーストが硬化する前に、有機質固形物としてバガス、パ
ーク堆肥からなる繊維状の天然有機材料と、黒土からな
る無機材料及びポバールからなるバインダーを混合して
粒状に圧縮成型したものを骨材総量に対し、10%混合
したポーラスコンクリートを第1図に示すように41程
度の厚みで打設し、その上に61ulφ、10C31ピ
ツチの溶接金網を敷き、先にモルタルに打ち込んだアン
カーに結束した。さらにその上に5■程度のポーラスコ
ンクリート(配合は前掲と同じ)を打ち足しな。Test example A hole was drilled in the mortar surface (45° slope), which was sprayed to prevent weathering on a rock surface with many joints and fractures.
The anchor was installed so that its head was about 51 mm above the mortar surface, then washed with high-pressure water and sprayed with cement paste with a water-cement ratio of 40% to a thickness of about 3++ m. Before the cement paste hardens, a fibrous natural organic material consisting of bagasse and park compost as organic solids, an inorganic material consisting of black soil, and a binder consisting of poval are mixed and compressed into granules to obtain the total amount of aggregate. On the other hand, porous concrete mixed with 10% was poured to a thickness of about 41 mm as shown in Figure 1, and a welded wire mesh of 61 ulφ and 10C31 pitch was laid on top of it and tied to the anchors previously driven into the mortar. Furthermore, add about 5cm of porous concrete (mixture is the same as above) on top of that.
打設後4週間の後に、スラリー状のロームにピートモス
10%混合した土を約lam程度の厚み(ポーラスコン
クリート平均表面よりの厚み)に吹付け、さらにその上
に種子を吹付けた。吹付けた種子はA材(種子特種ファ
イバー)、B材(P料、改良剤)、C材(侵蝕防止剤)
と水を混合して吹付ける市販材料であり、吹付は後の面
積当りの種子量はケンタラキー31フエスク12(J/
rrF、クリービンダレッドワニスク4 (1/rrr
、ウィービンググラス2 glrd、ホワイトクローバ
−2q/rr?であった。Four weeks after pouring, soil mixed with 10% peat moss was sprayed onto the slurry loam to a thickness of approximately lam (thickness greater than the average surface of the porous concrete), and then seeds were sprayed onto the soil. The sprayed seeds are material A (special seed fiber), material B (P material, improver), and material C (corrosion inhibitor).
It is a commercially available material that is sprayed by mixing water and water.
rrF, Cleavinda Red Varnish 4 (1/rrr
, Weaving Glass 2 glrd, White Clover-2q/rr? Met.
種子吹付けは5月、場所は東京都西多摩郡であったが、
翌年6月の観察ではほぼ全面に植生(特にケンタラキー
31フエスク)が繁り、これまで緑化のできなかったモ
ルタル吹付は面の緑化に成功した。Seed spraying took place in May, in Nishitama District, Tokyo.
Observations in June of the following year showed that vegetation (especially Kentara Key 31 Huesque) had grown over almost the entire surface, and mortar spraying, which had previously been unable to do so, was successful in greening the surface.
(発明の効果)
上述したように本発明では、無機質骨材と粒状の有機固
形物とをバインダーにて結合させ、全体としてポーラス
コンクリート状としたことにより有61固形物か徐々に
分解して肥料栄養分となるので、肥料切れかおきず、永
続的な緑化に有効である。(Effects of the Invention) As described above, in the present invention, inorganic aggregate and granular organic solids are combined with a binder to form a porous concrete shape as a whole, so that the 61 solids are gradually decomposed and used as fertilizer. Since it is a nutrient, it is effective for removing fertilizer and permanent greening.
また、有機固形物が保水するため、有機骨材を混合する
と乾燥し易いポーラスコンクリートの保水性か高まり、
植物の生育か良好になる6更にポーラスコンクリートに
は保肥能はないが、有機固形物を混合することにより保
肥性を高めることができ、肥料分の流亡かおさえられる
。In addition, since organic solids retain water, mixing organic aggregate increases the water retention of porous concrete, which tends to dry out.
Improves plant growth 6 Furthermore, although porous concrete does not have the ability to retain fertilizer, mixing organic solids can increase the ability to retain fertilizer and prevent fertilizer from running away.
図面は本発明の実施例を示すもので、第1図は全体の断
面図、第2図は成型直後の部分拡大断面図、第3図は有
機固形物の腐食分解後の状態の部分拡大断面図である、
l・・・・・・植生基盤、2・・・・・・法面、3・・
・・・・無機質骨材、4・・・・・・有機固形物、5・
・・・・・連結空隙、6・・・・・・アンカー、7・・
・・・・金網。
特許出願人 株式会社 ジャグラス
同 日本セメント株式会社
第2図
第1図
第3図The drawings show an embodiment of the present invention; FIG. 1 is an overall sectional view, FIG. 2 is a partially enlarged sectional view immediately after molding, and FIG. 3 is a partially enlarged sectional view of an organic solid after it has been corroded and decomposed. Figure 1: Vegetation base, 2: Slope, 3:
...Inorganic aggregate, 4...Organic solids, 5.
...Connection gap, 6...Anchor, 7...
...wire mesh. Patent applicant Jagras Co., Ltd. Nippon Cement Co., Ltd. Figure 2 Figure 1 Figure 3
Claims (3)
石等の天然もしくは人工のコンクリート用無機質骨材と
を混合し、セメントミルク等のバインダーにより前記有
機質固形物及び無機質骨材間を連結固化させてポーラス
コンクリート状に一体化させてなる植生基盤。(1) Mix granular organic solids mainly consisting of organic components with natural or artificial inorganic aggregate for concrete such as crushed stone, and connect the organic solids and inorganic aggregates with a binder such as cement milk. A vegetation base that is solidified and integrated into a porous concrete-like structure.
、シュロ、ピートモス、ワラ等の繊維状の天然有機材料
の一種もしくは複数種の混合物をそのまま、もしくは顆
粒状、ブリケット状に成型したものである請求項第1項
に記載の植生基盤。(2) The organic solid is one or a mixture of fibrous natural organic materials such as wood, bagasse, park compost, coconut, coir, peat moss, straw, etc., either as is or formed into granules or briquettes. A vegetation base according to claim 1.
天然の無機質材料及びバインダーを混合して顆粒状もし
くはブリケット状に成型したものである請求項第1項に
記載の植生基盤。(3) The vegetation base according to claim 1, wherein the organic solid is a mixture of a natural and/or artificial organic material, a natural inorganic material, and a binder and molded into granules or briquettes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2203483A JP2775074B2 (en) | 1990-07-31 | 1990-07-31 | Vegetation base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2203483A JP2775074B2 (en) | 1990-07-31 | 1990-07-31 | Vegetation base |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0489919A true JPH0489919A (en) | 1992-03-24 |
| JP2775074B2 JP2775074B2 (en) | 1998-07-09 |
Family
ID=16474903
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2203483A Expired - Fee Related JP2775074B2 (en) | 1990-07-31 | 1990-07-31 | Vegetation base |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2775074B2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003055932A (en) * | 2001-08-20 | 2003-02-26 | Kojimagumi:Kk | Bank reinforcement method using river dredged soil |
| CN106012971A (en) * | 2016-06-12 | 2016-10-12 | 江苏建筑职业技术学院 | Vegetation concrete protection slope and construction method thereof |
| JP2019216698A (en) * | 2018-06-22 | 2019-12-26 | 山川 紘 | Surface modification method of concrete fish reef |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS53114204A (en) * | 1977-03-16 | 1978-10-05 | Chichibu Cement Kk | Method of planting and planting body |
-
1990
- 1990-07-31 JP JP2203483A patent/JP2775074B2/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS53114204A (en) * | 1977-03-16 | 1978-10-05 | Chichibu Cement Kk | Method of planting and planting body |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003055932A (en) * | 2001-08-20 | 2003-02-26 | Kojimagumi:Kk | Bank reinforcement method using river dredged soil |
| CN106012971A (en) * | 2016-06-12 | 2016-10-12 | 江苏建筑职业技术学院 | Vegetation concrete protection slope and construction method thereof |
| JP2019216698A (en) * | 2018-06-22 | 2019-12-26 | 山川 紘 | Surface modification method of concrete fish reef |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2775074B2 (en) | 1998-07-09 |
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