JP4545979B2 - Storage greening water supply system - Google Patents

Storage greening water supply system Download PDF

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Publication number
JP4545979B2
JP4545979B2 JP2001099154A JP2001099154A JP4545979B2 JP 4545979 B2 JP4545979 B2 JP 4545979B2 JP 2001099154 A JP2001099154 A JP 2001099154A JP 2001099154 A JP2001099154 A JP 2001099154A JP 4545979 B2 JP4545979 B2 JP 4545979B2
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water supply
stored
water
supply system
soil layer
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JP2002294766A (en
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恭子 田辺
輝 伊沢
友隆 柳田
文夫 大塚
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Createrra Inc
Meiji Rubber and Chemical Co Ltd
Tokyu Construction Co Ltd
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Createrra Inc
Meiji Rubber and Chemical Co Ltd
Tokyu Construction Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A50/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather
    • Y02A50/20Air quality improvement or preservation, e.g. vehicle emission control or emission reduction by using catalytic converters

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Description

【0001】
【発明の属する技術分野】
本発明は、雨水を貯留して、この貯留水を土壌層に植栽された樹木や草花に効果的に給水する貯留緑化給水システムに関する。
【0002】
【従来の技術】
従来のこの種の貯留緑化給水システムとしては、例えば、図8に示すように、雨水を一時的に貯留することが可能な貯留水槽Eと、該貯留水槽E内に充填された粒子状空隙層Fと、該粒子状空隙層F上に設けられて樹木や草花等の植物を植栽する植栽用土壌層Gと、から構成されるものがあった。
【0003】
【発明が解決しようとする課題】
上記従来の技術は、粒子状空隙層Fの材料の空隙率が小さいために貯留水量が少ないだけでなく、粒子状空隙層Fと植栽用土壌層Gが直接接しているために植物の根腐れが生じ易く、また、樹木を安定して植栽することが困難である等の問題点があった。
【0004】
本発明は、上記従来の問題点を解決するためになされたもので、その目的とするところは、多量の貯水量を確保することができ、植栽された樹木等に対する給水メンテナンスが不要でランニングコストの低下を期待することができ、また、流出抑制施設として十分な機能を発揮することができる貯留緑化給水システムを提供することにある。
【0005】
【課題を解決するための手段】
本発明の貯留緑化給水システムは、雨水等の水を貯留して、その貯留水を所定の水位以下に制御するための水位制御手段を設けると共に、該貯留水の水面上に空気層を形成する貯留水槽と、該貯留水槽内に設置される土壌層支持構造体と、該土壌層支持構造体上に形成される植栽用土壌層と、上記貯留水槽内の貯留水を前記植栽用土壌層に給水する給水手段と、から構成される貯留緑化給水システムにおいて、上記土壌支持構造体は、多数の開口を有する平板部材と該平板部材を支持する多数の支柱部材から成る土壌支持ユニットを多数並べて構成し、該土壌支持構造体上には樹木の根を水平方向に伸びさせるための透水シートを敷設するとともに、上記植栽用土壌層に樹木の根を固定する手段を設けたことを特徴とする。また、上記水位制御手段として、上記貯留水槽の側壁部の所定高さ位置にオリフィスを設けたことを特徴とする。さらに、上記樹木固定手段が、根絡み強化用不織布などの根絡み手段であることを特徴とする。又更に、上記給水手段が、毛細管構造体から成ることを特徴とする。更に又、
上記毛細管構造体が、多孔質粒状集合体であることを特徴とする。また、上記毛細管構造体を、上記土壌層支持構造体に取り付けることを特徴とする。さらに、上記毛細管構造体を上記土壌層支持構造体の一部として構成することを特徴とする。またさらに、上記給水手段としてポンプを採用することを特徴とする。さらにまた、大気汚染物質を含む外部空気を上記空気層に導入するように構成したことを特徴とする。また、地中に構築した大規模な流出抑制施設の上に設置して、流入水の一部を該施設に排出せしめるように構成したことを特徴とするものである。
【0006】
【発明の実施の形態】
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において、1は貯留水槽であって、側壁部1aと底壁部1bから構成されている。上記側壁部1aは、全体を一体形成しても、又、各辺などの部分を組み付けて構成しても、いずれでもよい。また、側壁部1aにより囲まれる貯留水槽1の平面形状は、三角形、四角以上の多角形、円形、楕円形や、道路の分離帯などに設ける細長い形状など、いずれでもよい。さらに、側壁部1aの構成材としては、(鉄筋)コンクリート、合成樹脂、陶器、金属、木材など、所定の強度を有する材料であればいずれでもよい。一方、上記底壁部1bは、所定の支持強度を有し、本発明システムを支持し得るものであれば、ビルの屋上、高架橋の上下、道路の分離帯、一般の公園や緑地の地面など、いずれでもよい。さらに、上記側壁部1aおよび底壁部1bは、地面を掘削して形成した穴の側面および底面であっても良い。
【0007】
上記側壁部1aと底壁部1bから構成される貯留水槽1に貯水機能を持たせる手段としては、図2に示すように、内側面に防水シート1cを張装したり、防水剤を吹き付ける方法、また、特に側壁部1aや底壁部1bそのものが遮水機能を有する場合には、それらの接続部分に防水処理を施す方法等、いずれの手段でもよい。上記実施例では、貯留水槽1を側壁部1aと底壁部1bにより構成したが、本発明の貯留水槽はこれに限定するものではなく、側壁部1aと底壁部1bを一体形成した構造でもよい。この場合、遮水や防水処理を省略することができる。
【0008】
図1において、2は土壌層支持構造体であって、図3に示すような、土壌層支持ユニット2aを上記貯留水槽1内に多数並べて(必要に応じて積み重ね)、構成されている。図3から明らかなように、上記土壌層支持ユニット2aは、平板部材2a′と多数の支柱部材2a″から構成されている。さらに、平板部材2a′は、多数の開口Pを有する平板部2a′−1と、格子状あるいは網目状の補強リブ2a′−2と、上記支柱2a″の上端部が嵌合する嵌合筒部2a′−3を有し、合成樹脂により成形されている。P′は後述する給水手段6を嵌挿する孔である。
【0009】
上記支柱2a″は、上記平板部材2a′を支持して、その下に大きな貯留空間を構成するように、一体的に組み付けられる。これらの土壌層支持ユニット2aは、適当な連結手段により相互に連結されるか、あるいは単に並立させる。上記土壌層支持ユニット2aの具体例としては、商品名:「アクアトラップ」株式会社明治ゴム化成製のものがある。本発明の土壌層支持構造体2としては、上記実施例に限定するものではなく、空隙率が大きくて、後述する植栽用土壌層や植物などの荷重に耐え得る構造強度を有する構造体であればいずれでもよく、従来販売され又公知のこの種の構造体のいずれでもよい。上記土壌層支持構造体2の材質は金属、コンクリート、陶器、木など、又、その形状も箱形、ブロック状、柱梁構造など、いずれでもよいが、軽量で高強度な構造物を一体成形あるいは部分成形してこれらを組付けて一体構成するのに適した合成樹脂製が好ましい。
【0010】
上記土壌層支持構造体2の上面には、不織布などの透水性シート2bが敷設され、更に、その上に植栽用土壌層3が形成される。透水性シート2bは、水や空気は通すが土壌粒子を通さないシートであればいずれでもよい。植栽用土壌層3を形成するのに使用される土壌としては、通常の土壌を用いることができるが、多孔質粒状の人工土壌を用いるのが好ましい。多孔質粒状の人工土壌は、例えば、塩基性交換容量の高い物質と、保水力の高い物質と、緩効性肥料の全部または一部を含む多孔物であって、軽量で、保水力が高く、保肥力に優れており、しかも透水性、通気性が良好で、根の伸長の妨げにもならないという特徴を有する。
このような特徴を有する人工土壌として、例えば、商品名「ガーデンロード」(株式会社クレアテラ製)等を用いることができる。本実施例では、植栽用土壌層3は、上記側壁部1aの上方延長部分として形成されている土壌層囲い1a′により囲まれているが、この土壌層囲い1a′は別構造としてもよい。
【0011】
図4は、貯留水槽1内の貯留水Wの水位を一定以下に制御するするための手段(水位制御手段)の一例を示すもので、上記側壁部1aの所望高さ位置にオリフィス4を設けて、水位がこの位置を越えようとすると排水して、水位がそれ以上、上昇しないようにする。従って、上記貯留水Wの水面と、上記植栽用土壌層3との間には空気層Aが形成される。なお、集中的な降水の場合には、オリフィス4の排水能力を超えて水位が一時的に上昇するが、上記空気層Aから植栽用土壌層3までの空間を活用して多量の水を貯留することができる。上記オリフィス4の高さを越えた水は、このオリフィス4の水量制御機能により徐々に排水されて流出抑制がなされる。やがて水位は最終的にオリフィス4の高さになり、空気層Aが確実かつ安定して確保されることになる。また、上記オリフィス4の上方には、オーバーフロー管5が設けられていて、短時間に多量の雨が降って、上記植栽用土壌層3からも溢れてしまうような場合には、このオーバーフロー管5から確実かつ迅速に排水を行い、植栽用土壌層3から土壌流出しないようにする。さらに、水位を感知してポンプ(図示せず)を作動せしめ、強制排水する制御手段を設けてもよい。また、大雨が予知される場合には、オリフィス4より低い位置の貯留水もポンプにより事前に強制排水せしめて、更に多量の雨水を貯留することができるように予め準備しておいてもよい。
【0012】
再び、図1において、6は給水手段であって、その下端部は貯留水槽1の底部付近に位置すると共に、その上部は植栽用土壌層3内に達するようにし、毛細管力により貯留水槽1内の貯留水が植栽用土壌層3まで上昇して給水される毛細管構造となっている。本実施例の給水手段6としての毛細管構造は、土壌を充填した筒状の布袋を上記土壌層支持ユニット2aの平板部材2a′から吊設して設けられているが、上記土壌充填布袋を土壌層支持ユニット2aの支柱部材2a″の中空内に充填してもよい。また、上記土壌充填布袋に代えて、不織布等の布や繊維束あるいは中空糸束等の細いチューブ束など毛細管力機能を有するものであればいずれでもよい。さらに、該支柱部材2a″土壌層支持構造体2の一部を毛細管構造としてもよい。又更に、上記排水用のポンプとは別の或いは兼用の揚水ポンプを設けて給水させてもよい。
【0013】
上記植栽用土壌層3には、各種の植物の植栽が可能であるが、特に、樹木を植栽する場合には、これを安定して固定する必要がある。図5は、樹木Tの根Rを固定する手段の一例を示すもので、根部Rを取り囲む保持フレーム7と、該保持フレーム7に連結された索体8と、該索体8の下端部を上記土壌層支持構造体2に固定するアンカーパーツ9から構成されている(図6(A)参照)。また、上記索体8の下端部を固定する別の方法としては、図6(B)に示すように、土壌層支持構造体2上に敷設した被覆固定部材10に固定する方法があるが、これらに限定するものではない。上記被覆固定部材10は、網状、格子状部材またはパンチングメタル等の板状部材であり、上記土壌層支持構造体2上に一定面積以上で敷設され、植栽土壌の荷重で抑えられることにより、あるいは土壌層支持構造体2に連結されて、強固な固定部材としての機能を発揮する。上記被覆固定部材10は土壌層支持構造体2上に単に敷設するだけでなく、適当な固定具により一体化させてもよい。また、上記樹木Tの根Rを上記被覆固定部材10や土壌層支持構造体2に絡ませて、更に安定的に固定させるようにしてもよい。さらに、根Rが貯留水槽1内に侵入して貯留水を腐敗させ、水質悪化を引き起こす恐れがある場合には、上記土壌層支持構造体2の上部に根絡み強化用不織布(図示せず)を1層または数層敷設することにより、根Rをこれに積極的に絡ませて、根Rが伸びるのを防止するようにしてもよい。
【0014】
本実施例の貯留緑化給水システムは以上のように構成されているので、本システム上に降り注ぐ雨水は植栽用土壌層3内に浸透して、植物の根に吸収されたり、下方の貯留水槽1内に浸透降下する。また、本貯留水槽1内には別の場所に降り注いだ雨水を導入する。特に、高架橋の下に設置する場合には、直接の降雨を期待することができないので、例えば、高架橋上に降った雨を導入するのが好ましい。貯留水としては、上記雨水に限定するものではなく、適宜排水を導入してもよい。また、渇水のため不足する場合には、水道水や河川水などを補給してもよい。
【0015】
貯留水槽1内の貯留水Wは、給水手段6の毛管力により植栽用土壌層3に導入され、植物の根から吸収される。貯留水W上には空気層Aが存在するため、植物が根腐されを起こす心配がないだけでなく、集中豪雨などで短時間に多量の雨が降った場合に、この空気層Aや植栽用土壌層3にまで雨水を一時的に貯留することができるので、流出抑制施設としての機能も兼ね備えることができる。
【0016】
上記植栽用土壌層3の土壌は、常時適当な土壌水分や土壌空気等を一定に且つ自動的に保持していて土壌微生物が棲息できる環境にあるので、この土壌微生物により大気汚染物質であるNOx等の有害ガスを効果的に浄化することが期待できる。特に交通量の多い道路沿いに設置する場合には、トラックなどの交通機関から排出されるNOx等の排ガスを、本発明システムの植栽用土壌層3中に積極的に導入し、浄化することが可能である。この場合、NOx等の有害ガスを貯留水面と植栽用土壌層3の間の空気層Aに導入するのが効果的である。
【0017】
本発明システムを特に中高層のビルの屋上に設置する場合には、階下への遮熱効果があるだけでなく、いわゆるヒートアイランド現象を効果的に防止することができ、また、貯留水槽1内の多量の貯留水や植栽用土壌層の慣性効果により、地震時における制震や、強風時における制振機能を発揮することができる。
【0018】
図7は、本発明システムの適用例を示すもので、地中に構築した大規模な流出抑制施設11の上部に、本発明の貯留緑化給水システムを設置して、流入水の全部あるいは一部を貯留水槽1内に貯留し、その一部をオリフィスやオーバーフロー管から流出抑制施設11内に排出せしめるようになっている。なお、上記流出抑制施設11は、第7図の右半断面で示すような雨水調整池11aの構造あるいは左半断面で示すような雨水浸透槽11bであり、これらの上部は、駐車場などにも利用される。
【0019】
【発明の効果】
1)植物への水補給に雨水等を有効利用することができるので、給水メンテナンスが不要になり、水道水補給などによるランニングコストの低下が期待できる。
2)過密都市で頻発する都市型洪水対策としても期待できる。
3)緑化および治水の双方を解決することが求められる場合に、大いに効果を発揮することができる。
【図面の簡単な説明】
【図1】本発明システムの一実施例を示す一部切欠き断面図である。
【図2】図1の実施例の貯留水槽の構成説明図である。
【図3】図1の実施例の土壌支持ユニットの平面図(A)、そのイ−イ断面図(B)およびロ−ロ断面図である。
【図4】図1の貯留水位制御手段の実施例を示した説明図である。
【図5】樹木の固定手段の一実施例を示す説明図である。
【図6】樹木の固定手段の更に具体的な実施例を示した説明図である。
【図7】本発明の貯留緑化給水システムの流出抑制施設への適用例を示す説明図である。
【図8】従来の貯留緑化システムの説明図である。
【符号の説明】
1 貯留水槽
1a 側壁部
1a′土壌層囲い
1b 底壁部
2 土壌層支持構造体
2a 土壌層支持ユニット
2a′平板部材
2a′−1 平板部
2a′−2 補強リブ部
2a′−3 嵌合筒部
2a″支柱部材
3 植栽用土壌層
4 オリフィス
5 オーバーフロー管
6 給水手段
7 保持フレーム
8 索体
9 アンカーパーツ
10 被覆固定部材
11 流出抑制施設
11a 雨水調整池
11b 雨水浸透槽
A 空気層
R 根部
T 樹木
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a storage greening water supply system that stores rainwater and effectively supplies the stored water to trees and flowers planted in a soil layer.
[0002]
[Prior art]
As a conventional storage greening water supply system of this type, for example, as shown in FIG. 8, a storage water tank E capable of temporarily storing rainwater, and a particulate void layer filled in the storage water tank E There is one constituted by F and a soil layer G for planting provided on the particulate void layer F to plant plants such as trees and flowers.
[0003]
[Problems to be solved by the invention]
In the above conventional technique, not only the amount of stored water is small because the porosity of the material of the particulate void layer F is small, but also the root of the plant because the particulate void layer F and the planting soil layer G are in direct contact with each other. There existed problems, such as it being easy to produce rot and it being difficult to plant a tree stably.
[0004]
The present invention has been made to solve the above-described conventional problems, and the purpose of the present invention is to secure a large amount of water storage and to perform running without requiring water supply maintenance for planted trees and the like. The object is to provide a stored greening water supply system that can be expected to reduce costs and that can exhibit a sufficient function as an outflow control facility.
[0005]
[Means for Solving the Problems]
The storage and greening water supply system of the present invention stores water such as rain water and provides water level control means for controlling the stored water to a predetermined water level or lower, and forms an air layer on the surface of the stored water. A storage tank, a soil layer support structure installed in the storage tank, a planting soil layer formed on the soil layer support structure, and the planted soil in the storage tank In the stored greening water supply system comprising a water supply means for supplying water to the layer, the soil support structure includes a plurality of soil support units each including a flat plate member having a large number of openings and a large number of support members supporting the flat plate member. It is arranged side by side, and on the soil support structure, a water-permeable sheet for extending the roots of the trees in the horizontal direction is laid, and means for fixing the roots of the trees to the planting soil layer is provided. . Further, as the water level control means, an orifice is provided at a predetermined height position of the side wall portion of the reservoir tank . Further, the tree fixing means is a root entanglement means such as a root entanglement non-woven fabric. Still further, the water supply means comprises a capillary structure. Furthermore,
The capillary structure is a porous granular aggregate. The capillary structure is attached to the soil layer support structure. Furthermore, the capillary structure is configured as a part of the soil layer support structure. Still further, a pump is employed as the water supply means . Still further, the present invention is characterized in that external air containing air pollutants is introduced into the air layer. In addition, it is characterized in that it is installed on a large-scale outflow control facility constructed underground, and a part of the inflow water is discharged to the facility.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
In FIG. 1, reference numeral 1 denotes a reservoir tank, which is composed of a side wall 1a and a bottom wall 1b. The side wall 1a may be formed integrally as a whole, or may be configured by assembling parts such as sides. In addition, the planar shape of the reservoir 1 surrounded by the side wall 1a may be any of a triangle, a polygon of four or more squares, a circle, an ellipse, and an elongated shape provided on a road separation zone. Furthermore, as a constituent material of the side wall portion 1a, any material having a predetermined strength such as (reinforcing steel) concrete, synthetic resin, earthenware, metal, wood may be used. On the other hand, if the said bottom wall part 1b has predetermined support strength and can support this invention system, the roof of a building, the up-and-down of a viaduct, a road separation zone, a general park, the ground of green space, etc. Any of them may be used. Further, the side wall 1a and the bottom wall 1b may be side and bottom surfaces of holes formed by excavating the ground.
[0007]
As a means for providing a water storage function to the water storage tank 1 composed of the side wall portion 1a and the bottom wall portion 1b, as shown in FIG. 2, a method of stretching a waterproof sheet 1c on the inner surface or spraying a waterproofing agent In addition, in particular, when the side wall portion 1a and the bottom wall portion 1b themselves have a water shielding function, any means such as a method of performing a waterproof treatment on the connecting portions may be used. In the said Example, although the water storage tank 1 was comprised by the side wall part 1a and the bottom wall part 1b, the storage water tank of this invention is not limited to this, Even if it has the structure which formed the side wall part 1a and the bottom wall part 1b integrally. Good. In this case, water shielding and waterproofing can be omitted.
[0008]
In FIG. 1, 2 is a soil layer support structure, and as shown in FIG. 3, a large number of soil layer support units 2a are arranged in the reservoir tank 1 (stacked as necessary). As apparent from FIG. 3, the soil layer support unit 2a is composed of a flat plate member 2a ′ and a large number of support members 2a ″. Further, the flat plate member 2a ′ is a flat plate portion 2a having a large number of openings P. '-1, a grid-like or mesh-like reinforcing rib 2a'-2, and a fitting cylinder portion 2a'-3 into which the upper end portion of the column 2a "is fitted, and is molded of synthetic resin. P ′ is a hole into which a water supply means 6 described later is inserted.
[0009]
The support column 2a ″ is integrally assembled so as to support the flat plate member 2a ′ and to form a large storage space under the support member 2a ′. These soil layer support units 2a are mutually connected by an appropriate connecting means. As a specific example of the soil layer support unit 2a, there is a product name: “Aqua Trap” manufactured by Meiji Rubber Chemical Co., Ltd. The soil layer support structure 2 of the present invention is not limited to the above-described embodiment, and is a structure having a high porosity and a structural strength that can withstand loads such as a soil layer for planting or a plant to be described later. Any of these may be used, and any of the structures of this type that are conventionally sold or known. The material of the soil layer support structure 2 may be metal, concrete, earthenware, wood, etc., and the shape may be any of box shape, block shape, column beam structure, etc., but a lightweight and high strength structure is integrally formed. Alternatively, it is preferably made of a synthetic resin suitable for partial molding and assembling and integrating them.
[0010]
A water permeable sheet 2b such as a nonwoven fabric is laid on the upper surface of the soil layer support structure 2, and a planting soil layer 3 is formed thereon. The water-permeable sheet 2b may be any sheet as long as it allows water and air to pass through but does not allow soil particles to pass through. As soil used for forming the soil layer 3 for planting, normal soil can be used, but it is preferable to use porous granular artificial soil. Porous granular artificial soil is, for example, a porous material containing all or part of a substance with a high basic exchange capacity, a substance with a high water retention capacity, and a slow-release fertilizer, and is lightweight and has a high water retention capacity. It has excellent fertilizer retention, water permeability and air permeability, and does not hinder root elongation.
As the artificial soil having such characteristics, for example, a trade name “Garden Road” (manufactured by Createrra Co., Ltd.) can be used. In the present embodiment, the planting soil layer 3 is surrounded by a soil layer enclosure 1a ′ formed as an upper extension of the side wall 1a, but the soil layer enclosure 1a ′ may have a different structure. .
[0011]
FIG. 4 shows an example of means (water level control means) for controlling the water level of the stored water W in the storage tank 1 below a certain level, and an orifice 4 is provided at a desired height position of the side wall 1a. If the water level exceeds this position, drain the water so that the water level will not rise any further. Therefore, an air layer A is formed between the water surface of the stored water W and the planting soil layer 3. In the case of intensive precipitation, the water level temporarily rises beyond the drainage capacity of the orifice 4, but a large amount of water is used by utilizing the space from the air layer A to the soil layer 3 for planting. Can be stored. The water exceeding the height of the orifice 4 is gradually drained by the water amount control function of the orifice 4 and the outflow is suppressed. Eventually, the water level finally becomes the height of the orifice 4, and the air layer A is ensured reliably and stably. In addition, an overflow pipe 5 is provided above the orifice 4, and this overflow pipe is used when a large amount of rain falls in a short time and overflows from the planting soil layer 3. 5. Drain the water reliably and quickly from 5, and prevent soil from flowing out of the soil layer 3 for planting. Furthermore, a control means for forcibly draining by operating a pump (not shown) upon sensing the water level may be provided. When heavy rain is predicted, stored water at a position lower than the orifice 4 may be forcibly drained in advance by a pump so that a larger amount of rainwater can be stored in advance.
[0012]
Again, in FIG. 1, 6 is a water supply means, the lower end part is located near the bottom part of the water storage tank 1, and the upper part reaches the inside of the soil layer 3 for planting, and the water storage tank 1 is made by capillary force. It has a capillary structure in which the stored water rises up to the planting soil layer 3 and is supplied. The capillary structure as the water supply means 6 of the present embodiment is provided by suspending a cylindrical cloth bag filled with soil from the flat plate member 2a 'of the soil layer support unit 2a. The strut member 2a ″ of the layer support unit 2a may be filled in the hollow. Further, instead of the soil-filled cloth bag, a capillary force function such as a cloth such as a nonwoven fabric or a thin tube bundle such as a fiber bundle or a hollow fiber bundle is provided. Any one of them may be used as long as it has. Further, a part of the strut member 2a ″ soil layer support structure 2 may have a capillary structure. Still further, a water pump separate from or combined with the drainage pump may be provided to supply water.
[0013]
Although various plants can be planted in the planting soil layer 3, in particular, when planting trees, it is necessary to stably fix them. FIG. 5 shows an example of a means for fixing the root R of the tree T. The holding frame 7 surrounding the root R, the cord 8 connected to the holding frame 7, and the lower end of the cord 8 are shown. It is comprised from the anchor part 9 fixed to the said soil layer support structure 2 (refer FIG. 6 (A)). Moreover, as another method of fixing the lower end portion of the cord body 8, there is a method of fixing to the covering fixing member 10 laid on the soil layer support structure 2, as shown in FIG. It is not limited to these. The covering fixing member 10 is a plate-like member such as a net-like, lattice-like member or punching metal, and is laid on the soil layer support structure 2 in a certain area or more, and is suppressed by the load of planting soil. Or it connects with the soil layer support structure 2, and exhibits the function as a firm fixing member. The covering fixing member 10 may be integrated not only by laying on the soil layer support structure 2 but also by an appropriate fixing tool. Further, the root R of the tree T may be entangled with the covering fixing member 10 or the soil layer support structure 2 and fixed more stably. Furthermore, when there is a possibility that the roots R enter the storage tank 1 to rot the stored water and cause deterioration of water quality, the nonwoven fabric for reinforcing the root entanglement (not shown) By laying one layer or several layers, the root R may be actively entangled with the root R to prevent the root R from extending.
[0014]
Since the storage greening water supply system of the present embodiment is configured as described above, rainwater that pours onto the system penetrates into the planting soil layer 3 and is absorbed by the roots of the plant, or the storage tank below. Osmosis falls within 1. In addition, rainwater poured into another place is introduced into the reservoir tank 1. In particular, when installed under a viaduct, direct rain cannot be expected, and therefore, for example, it is preferable to introduce rain that has fallen on the viaduct. The stored water is not limited to the rainwater, and drainage may be introduced as appropriate. In case of shortage due to drought, tap water or river water may be replenished.
[0015]
The stored water W in the storage tank 1 is introduced into the planting soil layer 3 by the capillary force of the water supply means 6 and absorbed from the roots of the plant. Since there is an air layer A on the stored water W, not only is there no worry that the plant will be rotted, but this air layer A and plant will not be damaged when heavy rain falls for a short time due to heavy rain. Since rainwater can be temporarily stored up to the planting soil layer 3, it can also function as an outflow control facility.
[0016]
The soil of the planting soil layer 3 is always in an environment where appropriate soil moisture, soil air, etc. are constantly and automatically maintained and can be inhabited by soil microorganisms. It can be expected to effectively purify harmful gases such as NOx. When installing along roads with particularly heavy traffic, exhaust gas such as NOx discharged from transportation such as trucks should be actively introduced into the planting soil layer 3 of the present system for purification. Is possible. In this case, it is effective to introduce harmful gas such as NOx into the air layer A between the stored water surface and the planting soil layer 3.
[0017]
In particular, when the system of the present invention is installed on the roof of a middle- and high-rise building, it not only has a heat shielding effect to the downstairs, but can effectively prevent the so-called heat island phenomenon, and a large amount in the reservoir 1 Due to the inertia effect of the stored water and the soil layer for planting, it is possible to exert a damping function during an earthquake and a damping function during a strong wind.
[0018]
FIG. 7 shows an application example of the system of the present invention. The stored greening water supply system of the present invention is installed on the upper part of a large-scale outflow control facility 11 constructed underground, and all or part of the inflow water is shown. Is stored in the storage water tank 1 and a part thereof is discharged into the outflow suppression facility 11 from the orifice or the overflow pipe. The outflow control facility 11 is a rainwater adjustment pond 11a structure as shown in the right half section of FIG. 7 or a rainwater infiltration tank 11b as shown in the left half section. Is also used.
[0019]
【The invention's effect】
1) Since rainwater and the like can be used effectively for water supply to plants, water supply maintenance is not required, and a reduction in running cost due to water supply can be expected.
2) It can also be expected as a countermeasure against urban floods that occur frequently in overcrowded cities.
3) When it is required to solve both greening and flood control, it can be very effective.
[Brief description of the drawings]
FIG. 1 is a partially cutaway sectional view showing an embodiment of the system of the present invention.
FIG. 2 is a diagram illustrating the configuration of the reservoir tank of the embodiment of FIG.
FIG. 3 is a plan view (A), an II cross-sectional view (B), and a roll cross-sectional view of the soil support unit of the embodiment of FIG. 1;
4 is an explanatory view showing an embodiment of the stored water level control means of FIG. 1; FIG.
FIG. 5 is an explanatory view showing an embodiment of a tree fixing means.
FIG. 6 is an explanatory view showing a more specific embodiment of a tree fixing means.
FIG. 7 is an explanatory diagram showing an application example of the stored greening water supply system of the present invention to an outflow control facility.
FIG. 8 is an explanatory diagram of a conventional storage greening system.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Reservoir 1a Side wall part 1a 'Soil layer enclosure 1b Bottom wall part 2 Soil layer support structure 2a Soil layer support unit 2a' Flat plate member 2a'-1 Flat plate part 2a'-2 Reinforcement rib part 2a'-3 Fitting cylinder Part 2a ″ strut member 3 soil layer for planting 4 orifice 5 overflow pipe 6 water supply means 7 holding frame 8 cable body 9 anchor part 10 covering fixing member 11 runoff control facility 11a rainwater adjustment pond 11b rainwater infiltration tank A air layer R root T Tree

Claims (10)

雨水等の水を貯留して、その貯留水を所定の水位以下に制御するための水位制御手段を設けると共に、該貯留水の水面上に空気層を形成する貯留水槽と、該貯留水槽内に設置される土壌層支持構造体と、該土壌層支持構造体上に形成される植栽用土壌層と、上記貯留水槽内の貯留水を前記植栽用土壌層に給水する給水手段と、から構成される貯留緑化給水システムにおいて、
上記土壌支持構造体は、多数の開口を有する平板部材と該平板部材を支持する多数の支柱部材から成る土壌支持ユニットを多数並べて構成し、該土壌支持構造体上には樹木の根を水平方向に伸びさせるための透水シートを敷設するとともに、上記植栽用土壌層に樹木の根を固定する手段を設けたことを特徴とする貯留緑化給水システム。
Water level control means for storing water such as rain water and controlling the stored water below a predetermined water level, a storage tank that forms an air layer on the surface of the stored water, and a storage tank A soil layer support structure to be installed; a planting soil layer formed on the soil layer support structure; and water supply means for supplying the water stored in the reservoir to the planting soil layer. In the storage greening water supply system configured
The soil support structure is configured by arranging a large number of soil support units including a flat plate member having a large number of openings and a large number of support members supporting the flat plate member, and the roots of the trees are horizontally arranged on the soil support structure. A stored greening water supply system characterized by laying a water-permeable sheet for stretching and providing means for fixing tree roots to the soil layer for planting.
上記水位制御手段として、上記貯留水槽の側壁部の所定高さ位置にオリフィスを設けたことを特徴とする請求項1に記載の貯留緑化給水システム。 The stored greening water supply system according to claim 1, wherein an orifice is provided at a predetermined height position of the side wall of the storage water tank as the water level control means . 上記樹木固定手段が、根絡み強化用不織布などの根絡み手段であることを特徴とする請求項1または2に記載の貯留緑化給水システム。The stored greening water supply system according to claim 1 or 2, wherein the tree fixing means is root entanglement means such as a nonwoven fabric for strengthening root entanglement. 上記給水手段が、毛細管構造体から成ることを特徴とする請求項1、2または3に記載の貯留緑化給水システム。 The stored greening water supply system according to claim 1, 2 or 3, wherein the water supply means comprises a capillary structure. 上記毛細管構造体が、多孔質粒状集合体であることを特徴とする請求項4に記載の貯留緑化給水システム。 The stored greening water supply system according to claim 4, wherein the capillary structure is a porous granular aggregate. 上記毛細管構造体を、上記土壌層支持構造体に取り付けることを特徴とする請求項4または5に記載の貯留緑化給水システム。 The stored greening water supply system according to claim 4 or 5, wherein the capillary structure is attached to the soil layer support structure. 上記毛細管構造体を上記土壌層支持構造体の一部として構成することを特徴とする請求項4または5に記載の貯留緑化給水システム。 The stored greening water supply system according to claim 4 or 5, wherein the capillary structure is configured as a part of the soil layer support structure. 上記給水手段としてポンプを採用することを特徴とする請求項1に記載の貯留緑化給水システム。 The stored greening water supply system according to claim 1, wherein a pump is adopted as the water supply means . 大気汚染物質を含む外部空気を上記空気層に導入するように構成したことを特徴とする請求項1、2、3、4、5、6、7または8に記載の貯留緑化給水システム。The stored greening water supply system according to claim 1, 2, 3, 4, 5, 6, 7 or 8, wherein external air containing air pollutants is introduced into the air layer. 地中に構築した大規模な流出抑制施設の上に設置して、流入水の一部を該施設に排出せしめるように構成したことを特徴とする請求項1、2、3、4、5、6、7、8または9に記載の貯留緑化給水システム。 It is installed on a large-scale outflow control facility constructed in the ground and configured to discharge a part of the inflow water to the facility. The stored greening water supply system according to 6, 7, 8 or 9.
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CN105052278A (en) * 2014-07-27 2015-11-18 邱春燕 Rail-based robot farmland separation planting method and farmland
CN105052278B (en) * 2014-07-27 2018-11-30 台州长天能源技术有限公司 Base of the rail robot farmland isolation implant method and farmland

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