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JP2005261294A - Method for greening on artificial ground, greening structure and water holding drainage base material used therein - Google Patents

Method for greening on artificial ground, greening structure and water holding drainage base material used therein Download PDF

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JP2005261294A
JP2005261294A JP2004078138A JP2004078138A JP2005261294A JP 2005261294 A JP2005261294 A JP 2005261294A JP 2004078138 A JP2004078138 A JP 2004078138A JP 2004078138 A JP2004078138 A JP 2004078138A JP 2005261294 A JP2005261294 A JP 2005261294A
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water
water retention
base material
drainage base
artificial ground
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JP4417146B2 (en
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Tsuyoshi Yamashita
剛志 山下
Takashi Fukuzawa
崇志 福澤
Tadahiro Shibata
忠裕 柴田
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Chiba Prefectural Government
Sekisui Kasei Co Ltd
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Chiba Prefectural Government
Sekisui Plastics 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
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/24Structural elements or technologies for improving thermal insulation
    • Y02A30/254Roof garden systems; Roof coverings with high solar reflectance
    • 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
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B80/00Architectural or constructional elements improving the thermal performance of buildings
    • Y02B80/32Roof garden systems
    • 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
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P60/00Technologies relating to agriculture, livestock or agroalimentary industries
    • Y02P60/20Reduction of greenhouse gas [GHG] emissions in agriculture, e.g. CO2
    • Y02P60/21Dinitrogen oxide [N2O], e.g. using aquaponics, hydroponics or efficiency measures

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  • Hydroponics (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To make the fixing of vegetational mats 50 and a water holding drainage base material 1 and artificial ground (tilted roof 30) firm and to provide a greening structure on the artificial ground preventing the careless peeling of the vegetational mats during a gale, and the like, and provide watering or water holding over a long period. <P>SOLUTION: A water-permeable sheet 31 is fixed on the artificial ground such as the tilted roof 30 with nails 32, or the like, so as to cover the water holding drainage base material 1 having water holding recessed parts 7 when planting is carried out on the artificial ground such as the tilted roof 30 by using the water holding drainage base material 1. The vegetational mats 50 holding the soil 52 by entangling roots 53 of plants 51 are placed on the top surface to hold the soil 52 to carry out vegetation. The roots 53 are entwined with the water-permeable sheet 31 and integrated with the water-permeable sheet 31. Thereby, the water holding drainage base material 1 is integrated with the water-permeable sheet 31, soil 52 and plants 51 and stabilized. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、例えば、工場や一般住宅の傾斜したあるいは平らな屋根の上あるいはテラスなどの人工地盤上に植生用の保水排水基盤材を配置し、それを利用して人工地盤上を緑化するための方法と緑化された緑化構造物に関する。また、本発明はそこで用いる保水排水基盤材に関する。   In the present invention, for example, a water retention / drainage base material for vegetation is placed on an inclined or flat roof of a factory or a general house or on an artificial ground such as a terrace, and the artificial ground is greened using the same. And a greening structure with greenery. The present invention also relates to a water retention / drainage base material used therein.

近年、都市緑化の一環として、あるいはヒートアイランド対策として、工場や一般住宅の傾斜したあるいは平らな屋根の上やテラスなどのように、自然の土壌面ではなく、表面が土壌でない人工的に造られた斜面や平面(本発明でこのような面を「人工地盤」という)の上に客土を敷き、そこで植物を栽培することが行われる。人工地盤は保水性と排水性とを同時に確保するのが困難であり、その上の客土を植生に適した状態で維持管理することは容易でない。   In recent years, as a part of urban greening or as a countermeasure for heat islands, artificial surfaces were created that were not natural soil surfaces, such as sloped or flat roofs or terraces of factories and ordinary houses, and the surfaces were not soil. A customer's soil is laid on a slope or a plane (in the present invention, such a surface is called “artificial ground”), and a plant is cultivated there. In artificial ground, it is difficult to ensure water retention and drainage at the same time, and it is not easy to maintain and manage the customer soil above it in a state suitable for vegetation.

1つの解決策として、特許文献1(特開平7−8111号公報)には、不織布の上に培土(客土)を載置し、この培土に芝のような地被植物を植生し、根を培土を通して不織布に絡みつかせて一体化した地被マットを、人工地盤上に配置した基盤に対して、着脱自在な係合手段を介して載置するようにして緑化構造物が記載されている。   As one solution, in Patent Document 1 (Japanese Patent Laid-Open No. 7-8111), cultivated soil (custom soil) is placed on a nonwoven fabric, and a ground cover plant such as turf is vegetated on the cultivated soil. A greening structure is described in which a ground covering mat that is entangled with a nonwoven fabric through a soil is placed on an artificial ground via a detachable engaging means. Yes.

また、人工地盤での保水性と排水性とを同時に確保するとを目的に、軽量化と断熱性を考慮して発泡ポリスチレンのような樹脂発泡体で作られた植生用の保水排水基盤材を人工地盤の上に配置し、その上で植生することも行われる。そのような保水排水基盤材の一例が特許文献2(特開2001−169665号公報)に記載される。この保水排水基盤材70は傾斜面で使用することを目的としており、図13に示すように、人工地盤に配置したときに水平姿勢となる保水用凹部71が縦横に走る排水溝72を挟んで多数形成されており、また、側面には縦排水溝73が、底面には排水通路74が形成されている。各保水用凹部71は周壁75で区画されてそれぞれ独立している。散水によりあるいは降雨により、各保水用凹部71には一定量の水が確保され、オーバーフローした水は排水溝72,縦排水溝73、排水通路74を通して、速やかに排出される。各保水用凹部71には空間を保って透水性シート(不図示)を支持するための突起76が形成されている。   In addition, for the purpose of ensuring water retention and drainage at the same time on artificial ground, artificially constructed water retention and drainage base materials for vegetation made of resin foam such as expanded polystyrene are considered in light weight and heat insulation. They are also placed on the ground and vegetated on them. An example of such a water retention and drainage base material is described in Patent Document 2 (Japanese Patent Laid-Open No. 2001-169665). This water retention drainage base material 70 is intended to be used on an inclined surface, and as shown in FIG. 13, sandwiching a drainage groove 72 in which a water retention recess 71 that becomes horizontal when placed on an artificial ground runs vertically and horizontally. A large number of drainage channels 73 are formed on the side surfaces, and drainage passages 74 are formed on the bottom surface. Each water retaining recess 71 is partitioned by a peripheral wall 75 and is independent of each other. A certain amount of water is secured in each water retaining recess 71 by watering or by rain, and the overflowed water is quickly discharged through the drainage groove 72, the vertical drainage groove 73, and the drainage passage 74. Each of the water retaining recesses 71 is formed with a protrusion 76 for maintaining a space and supporting a water permeable sheet (not shown).

また、特許文献3(特開平6−225627号公報)には、屋上などの平らな面に配置する植物植生用パネルが記載される。このパネルでは、土壌との間に空間を得るために多数の山形突起が形成され、また、その間に多数の排水溝が形成されている。保水部は山形突起の斜面に形成された多数の凹部であり、凹部に溜まった分以外の雨水は斜面を流下して排水溝から排水される。   Patent Document 3 (JP-A-6-225627) describes a plant vegetation panel arranged on a flat surface such as a rooftop. In this panel, a large number of chevron protrusions are formed in order to obtain a space between the soil and a large number of drainage grooves are formed therebetween. The water retaining portion is a large number of concave portions formed on the slopes of the mountain-shaped protrusions, and rainwater other than the amount accumulated in the concave portions flows down the slopes and is drained from the drain grooves.

さらに、特許文献4(特開2002−95348号公報)には、屋根面を被覆するように敷設した断熱材の上に植裁装置を配置した屋根緑化構造が記載されている。その断熱材は保水排水および通気性能を保持しており、棟側から(傾斜面上部)軒側(傾斜面下部)に向かって保水用凹部を並列させ、それぞれが縦方向排水溝にて連結するようにしている。   Further, Patent Document 4 (Japanese Patent Laid-Open No. 2002-95348) describes a roof greening structure in which a planting device is arranged on a heat insulating material laid so as to cover a roof surface. The heat insulating material retains the water retention drainage and ventilation performance, and the water retention recesses are arranged in parallel from the ridge side (upper inclined surface) to the eaves side (lower inclined surface), and each is connected by a vertical drainage groove. I am doing so.

特開平7−8111号公報Japanese Patent Laid-Open No. 7-8111 特開2001−169665号公報JP 2001-169665 A 特開平6−225627号公報JP-A-6-225627 特開2002−95348号公報JP 2002-95348 A

特許文献1に記載の緑化構造物は、地被マットの培土が有る程度の保水性を有しており、屋根のような人工地盤上を簡易に緑化できる。しかし、長期にわたる潅水や保水もしくは余剰水に対する配慮はなされてなく、恒久的な人工地盤や屋上などの緑化構造物として使用するには、別途、保水排水機能を備えた資材や潅水システムを用意することが必要となる。また、地被マットを基盤から着脱するに際して、地被マットに使用されている培土が基盤の上に落下して基盤と係合手段との固定力が弱くなり、強風時などに、人工地盤から地被マットが不用意に剥がれることが起こり得る。   The greening structure described in Patent Document 1 has a water retention property such that there is a soil for a ground covering mat, and can easily green on an artificial ground such as a roof. However, there is no consideration for long-term irrigation, water retention or surplus water. To use it as a greening structure such as permanent artificial ground or rooftop, prepare materials and irrigation systems with water retention and drainage functions separately. It will be necessary. In addition, when the ground mat is detached from the base, the soil used for the ground mat falls onto the base and the fixing force between the base and the engaging means is weakened. It is possible that the ground covering mat is inadvertently peeled off.

特許文献2に記載されるような保水排水基盤材を人工地盤の上に配置し、その上で植生を行うことにより、人工地盤上での恒久的な緑化が可能となる。しかし、上記の保水排水基盤材を用いた植物栽培では、すべての保水用凹部に常時一定量の水が貯留されていることが望まれ、部分的に保水量が少ないあるいは保水されていない場所が生じると、その近傍の植物は成育障害が発生する。図13に示す形態の保水排水基盤材において、各保水用凹部は独立しており、1つの保水用凹部からあふれ出た水はそのまま排水溝から排出される。そのために、すべての保水用凹部に等しく行き渡るように散水あるいは給水することが必要であり、その作業は容易でない。   By arranging a water retention / drainage base material as described in Patent Document 2 on the artificial ground and performing vegetation thereon, permanent greening on the artificial ground becomes possible. However, in plant cultivation using the above water retention drainage base material, it is desired that a constant amount of water is always stored in all the water retention recesses, and there are places where the water retention amount is partially small or not retained. When this occurs, the nearby plant will develop a growth disorder. In the water retention drainage base material of the form shown in FIG. 13, each water retention recess is independent, and the water overflowing from one water retention recess is discharged as it is from the drainage groove. Therefore, it is necessary to sprinkle or supply water so that all the water retaining recesses are evenly distributed, and the operation is not easy.

また、散水による場合でも、給水による場合でも、当然に無駄に排水されてしまう水が多く生じることから、夏場の渇水期においては、特に注意を払うことが必要となる。さらに、外気環境に応じて、あるいは植物の種類や植生態様に応じて、植物の消費する水の量は異なってくるので、必要とされる水量を無駄なく給水することが求められるが、すべての保水用凹部に個々に給水することが必要とされる上記形態の保水排水基盤材では、それを効率よく実行することは容易でない。   In addition, it is necessary to pay particular attention during the drought season in the summer because a lot of water is drained unnecessarily in both cases of watering and water supply. Furthermore, since the amount of water consumed by plants varies depending on the outside air environment, or depending on the type of plant and vegetation mode, it is required to supply the required amount of water without waste. In the water retention drainage base material of the above-described form in which it is necessary to individually supply water to the water retention recesses, it is not easy to efficiently execute it.

特許文献3および特許文献4に記載のものも同様であり、1つの保水用凹部からあふれ出た水は最も低い排水溝を通してそのまま排水され、他の保水用凹部に行き渡ることはない。降雨による給水を期待する場合には特に問題はないが、ホースによる給水を行う場合には、図13に示した植生用保水排水基盤材の持つ課題と同じ課題を持つ。   The same applies to those described in Patent Document 3 and Patent Document 4, and the water overflowing from one water retaining recess is drained as it is through the lowest drainage groove and does not reach other water retaining recesses. There is no particular problem when water supply by rainfall is expected, but when water supply by a hose is performed, it has the same problem as the water retention drainage base material for vegetation shown in FIG.

本発明は、上記のような事情に鑑みてなされたものであり、植生マットと保水排水基盤材あるいは人工地盤との固定力を堅固なものとして、強風時などに不用意に植生マットが剥がれることを防止することを目的とする。また、他の目的は、長期にわたる潅水や保水を可能とし、屋根や屋上のような人工地盤上を恒久的にかつ安定して緑化することのできる、人工地盤上での緑化方法および緑化構造物を提供することにある。さらに、他の目的は、上記の緑化方法および緑化構造物に用いることのできる保水排水基盤材であって、複数個ある保水用凹部に対して、1箇所からの給水でもって等しく給水をすることができ、それにより、給水作業を容易かつ簡素化できると共に、水の無駄遣いを少なくすることのできるようにした、より改良された保水排水基盤材を提供することを目的とする。   The present invention has been made in view of the above circumstances, and the vegetation mat is unintentionally peeled off during strong winds, etc., with a firm fixing force between the vegetation mat and the water retention drainage base material or artificial ground. The purpose is to prevent. In addition, another purpose is to enable irrigation and water retention over a long period of time, and to permanently and stably green the artificial ground such as roofs and rooftops. Is to provide. Furthermore, another object is a water retention / drainage base material that can be used in the above-mentioned greening method and greening structure, wherein water is supplied equally from a single location to a plurality of water retention recesses. Accordingly, an object of the present invention is to provide a more improved water retention / drainage base material that can simplify and simplify the water supply operation and reduce waste of water.

本発明は、人工地盤上に保水排水基盤材を用いて植栽する緑化方法であって、保水用凹部を有する保水排水基盤材を覆うようにして保水排水基盤材に透水性シートを固定し、その上面に、植物の根が絡み合うことによって土壌を保持してなる植生マットを配置して植生することにより、客土を使用することなく植栽し、植物根が透水性シートに絡みついて透水性シートと一体化することによって、保水排水基盤材と透水性シートと土壌と植物を一体化させることを特徴とする。   The present invention is a greening method for planting on the artificial ground using a water retention drainage base material, fixing the water permeable sheet to the water retention drainage base material so as to cover the water retention drainage base material having a water retention recess, By placing a vegetation mat that holds the soil by entwining the roots of the plant on its upper surface, planting without using the soil, plant roots are entangled with the permeable sheet It is characterized by integrating the water retention drainage base material, the water permeable sheet, the soil and the plant by integrating with the sheet.

本発明において、人工地盤の例として、工場や一般家屋の屋根、建物の屋上やベランダあるいはテラス、屋外でのコンクリート打設面であって緑化が望まれるような場所、地下駐車場、地下貯水場、排水処理場などの地下構造物の地表面などが挙げられる。人工地盤は水平面であってもよく、傾斜面であってもよい。   In the present invention, examples of artificial ground include roofs of factories and ordinary houses, rooftops, verandas or terraces of buildings, places where concrete is placed outdoors and greening is desired, underground parking lots, underground water storage basins And the ground surface of underground structures such as wastewater treatment plants. The artificial ground may be a horizontal surface or an inclined surface.

本発明において、保水排水基盤材は保水用凹部を有することを条件に任意の保水排水基盤材であってよい。軽量性や断熱性などの観点から樹脂発泡体の一体成形品、特に、成形性や強度の観点から発泡ポリスチレンの成形品であることが望ましいが、設置の対象となる人工地盤が重量に制限を受けないような場所であるときには、非発泡の合成樹脂、コンクリートや気泡モルタルなどで製造してもよい。   In the present invention, the water retention / drainage base material may be any water retention / drainage base material provided that it has a water retention recess. From the viewpoint of lightness and heat insulation, it is desirable to be an integrally molded product of resin foam, especially a molded product of expanded polystyrene from the viewpoint of moldability and strength, but the artificial ground that is the target of installation limits the weight. When it is a place where it is not received, it may be made of non-foamed synthetic resin, concrete, foam mortar or the like.

本発明において、透水性シートは、植物の根が絡み合うことによって土壌を保持してなる植生マットをその上面に配置して植生することにより、植物の根が透水性シートに絡みつき透水性シートと一体化するものであればよい。植物の根は透水性シート内に留まっている状態でもよく、透水性シートを通過して保水排水基盤材側に伸び出た状態でもよい。しかし、根が保水排水基盤材側に伸びすぎると、保水排水基盤材での水の流れを阻害する要因となるので、そのような状態とならないように植物あるいは透水性シートの種類を選択することが望ましい。   In the present invention, the water-permeable sheet is formed by placing a vegetation mat that holds soil by entanglement of plant roots on the upper surface thereof, so that the plant root is entangled with the water-permeable sheet and integrated with the water-permeable sheet. Anything can be used. The plant root may remain in the water permeable sheet, or may pass through the water permeable sheet and extend to the water retention / drainage base material side. However, if the roots extend too far toward the water retention / drainage base material, the flow of water in the water retention / drainage base material will be obstructed, so select the type of plant or permeable sheet so that it does not become such a state. Is desirable.

透水性シートの材料としては、織布、不織布、樹脂繊維による網状物、複数の穴を配列した樹脂シート、金網のようなものが好適であるが、不織布は特に好ましい。透水性はあるが植物の根は通過させないようにされた不織布であってもよい。   The material of the water permeable sheet is preferably a woven fabric, a non-woven fabric, a network made of resin fibers, a resin sheet in which a plurality of holes are arranged, or a wire mesh, but the non-woven fabric is particularly preferable. It may be a non-woven fabric that has water permeability but does not allow plant roots to pass therethrough.

本発明において透水性シートは、さらに、植生マットと保水排水基盤材の保水用凹部との間に空間を確保して植物の根の呼吸を妨げないようにすること、保水用凹部内の水が湿気となって植生マット中の植物の根に効果的に到達できるようにすること、雨水や散水が過剰に植生マット中に滞留せずに流下できるようにすること、保水排水基盤材が樹脂発泡体製のものである場合、日光の直射による劣化を防止すること、などの作用効果をも有している。   In the present invention, the water-permeable sheet further secures a space between the vegetation mat and the water retention concave portion of the water retention drainage base material so as not to hinder the respiration of the plant root, and the water in the water retention concave portion Make it possible to reach the roots of the plants in the vegetation mat effectively by becoming moisture, to allow the rainwater and water spray to flow without remaining in the vegetation mat, and the water retention drainage base material is resin foam When it is made of a body, it also has operational effects such as preventing deterioration due to direct sunlight.

本発明において、好ましくは、透水性シートは保水排水基盤材の形状に沿うようにして忠実に覆われかつ固定される。固定手段は保水排水基盤材の素材との関係から適宜のものを選択すればよいが、例えば保水排水基盤材が樹脂発泡体製のものである場合には、接着剤、釘、面ファスナーのような手段で固定すればよい。   In this invention, Preferably, a water-permeable sheet is faithfully covered and fixed so that the shape of a water retention / drainage base material may be met. The fixing means may be appropriately selected from the relationship with the material of the water retention / drainage base material. For example, when the water retention / drainage base material is made of resin foam, it may be adhesive, nail, hook-and-loop fastener, etc. What is necessary is just to fix by a means.

本発明の人工地盤上での緑化方法によれば、保水排水基盤材を覆うようにして固定された透水性シートに植生マット中の植物の根が絡みついて一体化することから、保水排水基盤材と透水性シートと土壌と植物とはしっかりと一体化される。そのために、例えば屋上での植生において強い風が吹き付けるような場合でも、全体として安定しており、不用意に植生マットが剥離するようなことはない。それにより、効果的な人工地盤上での緑化を完成することができる。   According to the greening method on the artificial ground of the present invention, since the roots of the plants in the vegetation mat are entangled and integrated with the water-permeable sheet fixed so as to cover the water retention drainage base material, the water retention drainage base material And the water permeable sheet, soil and plant are firmly integrated. For this reason, for example, even when a strong wind blows in vegetation on the rooftop, the vegetation mat does not peel off carelessly as a whole. Thereby, the greening on the effective artificial ground can be completed.

人工地盤が傾斜面である場合に、保水排水基盤材として上面が階段状となっているものを用いることは、作業のし易さおよび安定性の点から好ましい。その際に、透水性シートは保水排水基盤材の階段となった側面を含む全面ではなく、水平な面部分のみを覆うようにしてもよい。一方、植物の生育が十分でない間、保水排水基盤材の階段となった側面が日光の照射を受けることとなり、保水排水基盤材が樹脂発泡体製のものである場合、紫外線による劣化が生じることも考えられる。それを回避することが望ましい場合には、階段となった側面を含む全表面を透水性シートで覆うことが望ましい。   When the artificial ground is an inclined surface, it is preferable from the viewpoint of easiness of work and stability to use a water retaining and drainage base material having a stepped upper surface. In that case, you may make it a water-permeable sheet | seat cover only the horizontal surface part instead of the whole surface including the side surface used as the staircase of the water retention drainage base material. On the other hand, while the plants are not sufficiently grown, the side surfaces that became the staircase of the water retention drainage base material will be irradiated with sunlight, and if the water retention drainage base material is made of resin foam, deterioration due to ultraviolet rays will occur. Is also possible. When it is desirable to avoid it, it is desirable to cover the entire surface including the side surfaces that are stepped with a water permeable sheet.

好ましくは、透水性シートとして複数個の保水排水基盤材を覆うことのできる大きさのものを使用して透水性シートを保水排水基盤材に固定する。それにより、複数個の保水排水基盤材同士が一体化されるようになり、緑化構造物の安定性はより向上する。さらに、保水排水基盤材を適宜の手段により人工地盤に固定して保水排水基盤材と透水性シートと土壌と植物と人工地盤の全体を一体化させることによって、一層長期にわたる安定化を確保できる。   Preferably, the water permeable sheet is fixed to the water retention / drainage base material by using a sheet having a size capable of covering a plurality of water retention / drainage base materials. Thereby, several water retention drainage base materials come to be integrated, and the stability of a greening structure improves more. Furthermore, by fixing the water retention / drainage base material to the artificial ground by an appropriate means and integrating the entire water retention / drainage base material, the water permeable sheet, the soil, the plant, and the artificial ground, stabilization over a longer period can be ensured.

本発明は、また、上記の方法により造られる人工地盤上での緑化構造物として、人工地盤上に配置された保水排水基盤材と、保水排水基盤材を覆うようにして保水排水基盤材に固定された透水性シートと、透水性シートの上面に載置された植物の根が絡み合うことによって土壌を保持してなる植生マットとを少なくとも有し、前記植生マットを客土を使用することなく透水性シート上に配置して植栽し、植生マットの植物の根が透水性シートに絡みついて透水性シートと一体化することによって、保水排水基盤材と透水性シートと土壌と植物とが一体化していることを特徴とする人工地盤上での緑化構造物、をも開示する。   The present invention also provides a water retention / drainage base material disposed on the artificial ground and a water retention / drainage base material so as to cover the water retention / drainage base material as a greening structure on the artificial ground produced by the above method. At least a permeable mat and a vegetation mat that retains soil by entanglement of plant roots placed on the upper surface of the permeable sheet, and the vegetation mat is permeable to water without using soil. By placing the plant on the permeable sheet and planting it, the roots of the plant of the vegetation mat are entangled with the permeable sheet and integrated with the permeable sheet, so that the water retention drainage base material, the permeable sheet, the soil and the plant are integrated. There is also disclosed a greening structure on an artificial ground characterized by the above.

人工地盤に制限はなく上記緑化方法の説明で記載した任意の人工地盤であってよいが、人工地盤が傾斜屋根であることは、本発明の所期の目的を一層効果的に発揮できることから、特に好ましい。その際に、最上位に位置する保水排水基盤材に対して給水する給水手段を備えることにより、長期にわたる植生を容易に行うことが可能となる。   The artificial ground is not limited and may be any artificial ground described in the above description of the greening method, but the artificial ground is a sloped roof because the intended purpose of the present invention can be more effectively exhibited. Particularly preferred. At that time, long-term vegetation can be easily performed by providing water supply means for supplying water to the water retention drainage base material positioned at the top.

また、本発明による人工地盤上での緑化構造物は、それ自体で安定したものとなるが、保水排水基盤材の外周縁に沿うようにしてさらに見切り材を配置することは好ましく、それにより、人工地盤上に配置した複数個の保水排水基盤材の安定性をさらに向上させることができる。また、外観上の見栄えも向上する。さらに、透水性シートを見切り材を利用して保水排水基盤材との間で固定することにより、全体的な安定性をさらに確実にすることができる。   In addition, the greening structure on the artificial ground according to the present invention is stable by itself, but it is preferable to further dispose the parting material along the outer peripheral edge of the water retention drainage base material, It is possible to further improve the stability of a plurality of water retention and drainage base materials arranged on the artificial ground. In addition, the appearance is improved. Furthermore, the overall stability can be further ensured by fixing the water-permeable sheet to the water retention / drainage base material using a parting material.

上記した本発明による人工地盤上での緑化方法および緑化構造物において、使用する保水排水基盤材の構成に特に制限はない。しかし、保水排水基盤材として、周壁と、一枚以上の第1隔壁と、第1隔壁と交差する1枚以上の第2隔壁とにより複数個の保水用凹部が区画されており、第1隔壁で区画されて横方向に配列する2個以上の保水用凹部により単位保水部が形成され、該単位保水部は第2隔壁を介して縦方向に2列以上配列しており、単位保水部を構成する各保水用凹部を区画する各第1隔壁には第1導水溝が形成されていてそこを溢流して流れる水により各保水用凹部は所定の保水量に保持されるようになっており、第2隔壁には隣接する上流側の単位保水部の少なくとも1個の保水用凹部と下流側の単位保水部の少なくとも1個の保水用凹部を繋ぐ少なくとも1個の第2導水溝が形成されていてそこを溢流する水により上流側の単位保水部の水が下流側の単位保水部に流入するようになっている保水排水基盤材、を用いることは好ましい。   In the greening method and the greening structure on the artificial ground according to the present invention described above, the structure of the water retention / drainage base material to be used is not particularly limited. However, as the water retention drainage base material, a plurality of water retention recesses are defined by a peripheral wall, one or more first partition walls, and one or more second partition walls intersecting the first partition walls. A unit water retaining portion is formed by two or more water retaining recesses that are partitioned in the horizontal direction, and the unit water retaining portions are arranged in two or more rows in the vertical direction via the second partition wall. A first water guide groove is formed in each first partition wall that divides each water retaining recess that constitutes, and each water retaining recess is held at a predetermined water retaining amount by the water that overflows and flows therethrough. The second partition wall is formed with at least one second water guide groove connecting at least one water retaining recess of the adjacent upstream unit water retaining portion and at least one water retaining recess of the downstream unit water retaining portion. The water in the upstream unit water retention section is Position water retention drainage infrastructure material that flows into the water-holding section, it is preferable to use.

上記の保水排水基盤材では、少なくとも1箇所の保水用凹部に対してホースにより給水すれば、給水された水は、そこを満水とした後、第1隔壁に形成した第1導水溝を溢流して横に隣接する次の保水用凹部に流入し、そこを満水とする。以下、これが順次繰り返され、横方向に配列するすべての保水用凹部は満水となり、当該単位保水部への給水は完了する。前記単位保水部を満水とした水は、当該単位保水部同士を区画する第2隔壁に形成した第2導水溝を溢流して隣接する単位保水部の保水用凹部に流入する。流入開始時点は、第2隔壁に形成する第2導水溝の深さに律せられる。   In the above water retention drainage base material, if water is supplied to at least one water retention recess by a hose, the supplied water overflows the first water guide groove formed in the first partition after filling the water. Then, it flows into the next water retaining recess next to it, and it is filled with water. Thereafter, this is sequentially repeated, and all the water retaining recesses arranged in the lateral direction are filled with water, and the water supply to the unit water retaining portion is completed. The water that is filled with the unit water retention part overflows the second water guide groove formed in the second partition wall that divides the unit water retention parts, and flows into the water retention recesses of the adjacent unit water retention parts. The inflow start time is determined by the depth of the second water guide groove formed in the second partition.

第1導水溝と第2導水溝とが同じ深さとされている場合には、当該第2導水溝が面する保水用凹部が満水となると同時に、隣接する単位保水部への流入が開始する。第1導水溝の底部が第2導水溝の底部よりも深い位置とされている場合は、そのレベルまで上流側単位保水部のすべての保水用凹部の水位が上昇した時点で、下流側単位保水部への流入が開始する。下流の単位保水部では、上流側の単位保水部において進行したと同様にして各保水用凹部への給水が進行する。   In the case where the first water guide groove and the second water guide groove have the same depth, the water holding recess facing the second water guide groove is filled with water, and at the same time, the inflow into the adjacent unit water holding part starts. When the bottom of the first water guide groove is deeper than the bottom of the second water guide groove, when the water level of all the water holding recesses of the upstream unit water holding part rises to that level, the downstream unit water holding The flow into the department begins. In the downstream unit water retention unit, the water supply to each water retention recess proceeds in the same manner as in the upstream unit water retention unit.

以下、その給水態様が、すべての単位保水部において繰り返される。このようにして、1箇所からの給水でもって複数個ある保水用凹部に等しく給水をすることができるので、給水作業はきわめて容易となる。   Hereinafter, the water supply mode is repeated in all unit water retention units. In this way, water can be supplied equally to a plurality of water retaining recesses by supplying water from one place, so that the water supply operation becomes extremely easy.

第2隔壁に形成する第2導水溝は1個あればよい。下流の単位保水部への給水速度は第2隔壁に形成する第2導水溝の数に律せられるので、実際の植生環境を考慮して適宜定めればよい。   There may be only one second water guide groove formed in the second partition wall. Since the water supply speed to the downstream unit water retaining part is determined by the number of second water guide grooves formed in the second partition wall, it may be determined appropriately in consideration of the actual vegetation environment.

すべての単位保水部の保水用凹部への給水が完了した時点で、保水用凹部の水位は等しくなり、その過程で無駄に排水される水はない。この時点で、ホースからの給水を停止してもよく、わずかに供給を継続しておいてもよい。植生環境から消費水量が予測できる場合には、それに応じた量の水を連続的に給水するように給水栓の開度を調整すれば、無駄のない状態で良好な植生環境を維持することができる。通常は、最下流の単位保水部に所定水位レベルを維持できるようにした排水路を設けておき、給水の一部を連続的に排水する。それにより、植物が必要とする水量が一時的に急増するような場合に、植生に悪影響を与えるのを回避できる。   When the water supply to the water retention recesses of all the unit water retention units is completed, the water levels of the water retention recesses become equal, and no water is wasted in the process. At this point, the water supply from the hose may be stopped, or the supply may be continued slightly. If the water consumption can be predicted from the vegetation environment, it is possible to maintain a good vegetation environment without waste by adjusting the opening of the faucet so that the corresponding amount of water is continuously supplied. it can. Usually, a drainage channel that can maintain a predetermined water level is provided in the most downstream unit water retention unit, and a part of the water supply is continuously drained. Thereby, it is possible to avoid adversely affecting the vegetation when the amount of water required by the plant increases rapidly.

降雨により、あるいは何らかの事情により散水を行うことにより、多量の水が保水排水基盤材に供給された場合でも、周囲の隔壁の高さまでしか貯水されないので、植物の根腐れが生じることはない。   Even if a large amount of water is supplied to the water retention drainage base material by raining or by watering for some reason, the root rot of the plant does not occur because the water is stored only up to the height of the surrounding partition wall.

上記の保水排水基盤材において、周壁にも第1導水溝およびまたは第2導水溝を形成するようにしてもよい。この形態では、横方向および縦方向に任意の数の保水排水基盤材を周壁同士が密接した状態で配置することにより、大きな面積の植生エリアを確保することができる。その場合、最も外側となる保水排水基盤材の外周壁部には第1導水溝およびまたは第2導水溝を形成しないようにするか、形成したものを用いる場合には、適宜の手段によりそこを閉鎖することが望ましい。それにより水が不必要に排水されるのを防止でき、水の無駄をなくすことができる。さらには、周壁に接合のための手段を形成するようにすれば、取り付け態様を安定させることができる。   In the water retention / drainage base material described above, the first water guide groove and / or the second water guide groove may be formed also on the peripheral wall. In this form, a vegetation area having a large area can be ensured by arranging an arbitrary number of water retention and drainage base materials in a state where the peripheral walls are in close contact with each other in the horizontal direction and the vertical direction. In that case, the first water guide groove and / or the second water guide groove should not be formed in the outer peripheral wall portion of the water retention / drainage base material which is the outermost side, or when the formed one is used, it is removed by appropriate means. It is desirable to close it. Thereby, it is possible to prevent the water from being unnecessarily drained and to eliminate the waste of water. Furthermore, if the means for joining is formed in a surrounding wall, an attachment aspect can be stabilized.

上記の保水排水基盤材は、底面と上面とがほぼ平行な面となっていてもよく、一方が他方に対して傾斜した面となっていてもよい。また、いずれの場合も、すべての単位保水部の上端面は同じ平面内に位置していてもよく、階段状に高さを異にして位置する部分があってもよい。   In the water retention / drainage base material described above, the bottom surface and the top surface may be substantially parallel surfaces, or one surface may be inclined with respect to the other. Moreover, in any case, the upper end surfaces of all the unit water retention units may be located in the same plane, or there may be portions located at different heights in a staircase shape.

上記の保水排水基盤材は、軽量性や断熱性などの観点から樹脂発泡体の一体成形品、特に、成形性や強度の観点から発泡ポリスチレンの成形品であることが望ましいが、設置の対象となる人工地盤が重量に制限を受けないような場所であるときには、非発泡の合成樹脂、コンクリートあるいは気泡モルタルなどで製造してもよい。   The water retention / drainage base material is preferably an integrally molded product of a resin foam from the viewpoint of lightness and heat insulation, in particular, a molded product of expanded polystyrene from the viewpoint of moldability and strength. When the artificial ground is a place where the weight is not limited, it may be made of non-foamed synthetic resin, concrete, cellular mortar or the like.

水平な人工地盤の上に、底面と上面とがほぼ平行な面である上記保水排水基盤材を設置する場合には、任意の場所の保水用凹部に給水手段から給水してもよいが、短時間ですべてに給水が進行するように、できるだけ中央に位置する保水用凹部から給水することが望ましい。もちろん、給水箇所は1箇所に限る必要はなく、複数箇所で行ってもよい。複数の保水用凹部に対向する位置に給水口を設けた給水ホースを常設するようにしてもよい。   When the above water retention drainage base material is installed on a horizontal artificial ground, the bottom surface and the top surface are almost parallel, water may be supplied from the water supply means to the water retention recess in any place. It is desirable to supply water from the water retaining recess located in the center as much as possible so that the water supply proceeds all over time. Of course, the water supply location need not be limited to one location, and may be performed at a plurality of locations. You may make it install permanently the water supply hose which provided the water supply port in the position facing a some recessed part for water retention.

水平な人工地盤の上に、上面が階段状になった上記の保水排水基盤材を設置する場合には、上位に位置する単位保水部のいずれか1個あるいは複数個の保水用凹部に給水する。傾斜した人工地盤に保水排水基盤材を設置する場合も同様であり、上位に位置する単位保水部のいずれか1個あるいは複数個の保水用凹部に対して給水手段からの給水を行う。   When installing the above water retention drainage base material having a stepped upper surface on a horizontal artificial ground, water is supplied to one or a plurality of water retention recesses in the upper unit water retention unit. . The same applies to the case where the water retention / drainage base material is installed on the inclined artificial ground, and water is supplied from the water supply means to any one or a plurality of water retention recesses in the upper unit water retention unit.

なお、上記の保水排水基盤材は、前記した本発明による人工地盤上での緑化方法および緑化構造物において効果的に用いることができるが、これに限らず、他の任意のおよび従来知られた緑化方法あるいは緑化構造物における保水排水基盤材として、あるいはそこで使用されている保水排水基盤材に換えて、用いることができることは当然である。   The water retention / drainage base material can be effectively used in the greening method and the greening structure on the artificial ground according to the present invention as described above, but is not limited thereto, and any other and conventionally known. Naturally, it can be used as a water retention / drainage base material in a greening method or a greening structure, or in place of the water retention / drainage base material used therein.

本発明において、植物の根が絡み合うことによって培地を保持した姿勢を維持することのできる植生する植物として、セダム類、じゃのひげ、ミント類、ローズマリー、タイム類、ヒメイワダレソウ、ヒメツルソバ、ビンカ類、アジュガ類、宿根バーベナ、リシマキアナカテンヌンムラリア、ポテンティラ、クローバー、キク類、エリゲロン、ナデシコ類、オレガノ、スゲ類、ヘデラ類、リンデルニア、ヒメノボタン、ユーパトリウム、ミューレンベッキア、サントリナ、ノシラン、フッキソウ、オキザリス類、ロニセラ、シモツケ、イボタの木類、ツルマサキ、ハクチョウゲ、テイカカズラ類、サワラ類、ビャクシン類、芝類、コトネアスター、ツツジ類、ツゲ類、アベリア、サルスベリ、レンギョウ、メギ、ユキヤナギ、アガパンサス、ヨモギ類、アヤメ類、ガウラ、ガザニア、へメロカリス類、ユキノシタ、ルドベキア類、などを挙げることができる。   In the present invention, as vegetation plants that can maintain a posture in which the culture medium is maintained by entanglement of the roots of the plants, Sedum, jade whiskers, mint, rosemary, thyme, scallop, sorghum, vinca, Ajuga, Perennial Verbena, Rhishimakiana Catenumumraria, Potentilla, Clover, Chrysanthemum, Eligeron, Nadesico, Oregano, Sedge, Hedera, Lindernia, Himenobutton, Eupatium, Mullen-Vecchia, Santorina, Nolana, Fuchsou, Oxalis , Ronisella, Shimotsuki, Ibota, Crane, Swanfish, Teikakazura, Sawara, Juniper, Turf, Cotoneaster, Azalea, Boxwood, Abelia, Crape myrtle, Forsythia, Barberry, Snowy Willow, Agapanthus, Mogi such, iris acids, Merokarisu such Gaura, Gazania to,, mention may be made of saxifrage, Rudobekia acids, and the like.

本発明によれば、人工地盤上での緑化構造物において、植生マットと保水排水基盤材あるいは人工地盤との固定を堅固なものとして、強風時などに不用意に植生マットが剥がれることを防止できる。また、保水排水基盤材の形状を選択することにより、長期にわたっての安定した潅水や保水が可能となり、屋根や屋上のような人工地盤上を恒久的にかつ安定して緑化することができる。   According to the present invention, in the greening structure on the artificial ground, the vegetation mat and the water retention / drainage base material or the artificial ground can be firmly fixed, and the vegetation mat can be prevented from being carelessly peeled off in a strong wind. . In addition, by selecting the shape of the water retention / drainage base material, stable irrigation and water retention over a long period of time can be performed, and the artificial ground such as the roof or the roof can be permanently and stably greened.

また、本発明による保水排水基盤材を用いることにより、1箇所からの給水でもって複数個ある保水用凹部に等しく給水をすることができるので、人工地盤上での緑化構造物において、給水作業を容易かつ簡素化でるきと共に、水の無駄遣いを少なくすることができる。   In addition, by using the water retention drainage base material according to the present invention, it is possible to supply water equally to a plurality of water retention recesses with water supply from one place, so water supply work can be performed in a greening structure on an artificial ground. It is easy and simple, and can reduce waste of water.

以下、本発明を実施の形態に基づき説明する。図1は本発明による人工地盤上での緑化方法により構築された緑化構造物の一例を示す断面図と部分拡大図であり、図2は他の実施形態の緑化構造物を示す断面図と部分拡大図である。図3〜図5は、図1に示した緑化構造物で使用した保水排水基盤材を示しており、図3はその斜視図、図4は平面図、図5は図4のa−a線による断面図である。また、図6は給水順を説明している。図10〜図12は、図2に示した緑化構造物で使用した保水排水基盤材を示しており、図10は斜視図、図11は平面図、図12は図11のa−a線による断面図である。   Hereinafter, the present invention will be described based on embodiments. FIG. 1 is a cross-sectional view and a partially enlarged view showing an example of a greening structure constructed by a greening method on an artificial ground according to the present invention, and FIG. 2 is a cross-sectional view and a part showing a greening structure of another embodiment. It is an enlarged view. 3 to 5 show the water retention and drainage base material used in the greening structure shown in FIG. 1, FIG. 3 is a perspective view thereof, FIG. 4 is a plan view, and FIG. 5 is a line aa in FIG. It is sectional drawing by. FIG. 6 illustrates the order of water supply. 10 to 12 show the water retention and drainage base material used in the greening structure shown in FIG. 2, FIG. 10 is a perspective view, FIG. 11 is a plan view, and FIG. 12 is a line aa in FIG. It is sectional drawing.

図1において、人工地盤は傾斜屋根30であり、その上に、後に図3〜図5に基づき説明する複数枚の保水排水基盤材1が載置される。ここでは、上下方向(縦方向)に保水排水基盤材1が4段に接続され、横方向にも必要に応じて接続されている。保水排水基盤材群の周囲は、下辺見切り材41、上辺見切り材42、側面見切り材43により囲まれており、各見切り材を適宜の手段により傾斜屋根30に固定することによって、保水排水基盤材群の安定化を図っている。個々の保水排水基盤材1を釘などにより傾斜屋根30に固定してもよい。このような見切り材を配置することにより、緑化構造物全体を周囲とはっきりと区画することができ、全体の外観性も向上する。   In FIG. 1, the artificial ground is an inclined roof 30, on which a plurality of water retention / drainage base materials 1 described later with reference to FIGS. 3 to 5 are placed. Here, the water retention drainage base materials 1 are connected in four stages in the vertical direction (longitudinal direction), and are also connected in the horizontal direction as necessary. The periphery of the water retention drainage base material group is surrounded by the lower side parting material 41, the upper side parting material 42, and the side parting material 43, and by fixing each parting material to the inclined roof 30 by appropriate means, We try to stabilize the group. Individual water retention / drainage base materials 1 may be fixed to the inclined roof 30 with nails or the like. By arranging such a parting material, the entire greening structure can be clearly partitioned from the surroundings, and the overall appearance is improved.

保水排水基盤材群の全体を覆うようにして、透水性シートである好ましくは不織布31が釘32などの手段を用いて保水排水基盤材1に固定される。図1の例では保水排水基盤材1の上面は階段状となっているが、不織布31はそのような外郭形状に沿うようにして忠実に覆われる。また、保水排水基盤材群が上記見切り材41、42、43で囲まれている部分では、その間に不織布31の端部を挟み込むようにして固定する。それにより、不織布31と保水排水基盤材群との一体性は確実に確保される。なお、階段状となっている部分部の垂直な側面部分を不織布31で覆わないようにしてもよい。その場合には、降水あるいは散水が不織布31を伝った下方に急激に流下してしまうのを防ぐことができる。   A water permeable sheet, preferably a non-woven fabric 31 is preferably fixed to the water retention / drainage base material 1 using means such as a nail 32 so as to cover the entire water retention / drainage base material group. In the example of FIG. 1, the upper surface of the water retention / drainage base material 1 is stepped, but the nonwoven fabric 31 is faithfully covered so as to follow such an outer shape. Moreover, in the part where the water retention drainage base material group is surrounded by the above-mentioned parting materials 41, 42, 43, the end of the nonwoven fabric 31 is sandwiched between them and fixed. Thereby, the integrity of the nonwoven fabric 31 and the water retention / drainage base material group is reliably ensured. In addition, you may make it not cover the vertical side part of the part which has become step shape with the nonwoven fabric 31. FIG. In that case, it is possible to prevent the precipitation or sprinkling from flowing down rapidly down the nonwoven fabric 31.

そのようにして固定された不織布31の上に、植物51の根53が絡み合うことによって土壌52を保持してなる植生マット50を載置する。図1の例では保水排水基盤材1は上面が階段状となっており、階段の平面部分に植生マット50が置かれる。植生当初は階段の垂直な側面は露出しているが、図示の例ではその部分も不織布31により覆われており、保水排水基盤材1が発泡樹脂製のものであっても、日光などの外因により劣化することはない。   A vegetation mat 50 that holds the soil 52 by placing the roots 53 of the plants 51 intertwined on the nonwoven fabric 31 thus fixed is placed. In the example of FIG. 1, the water retention / drainage base material 1 has a stepped upper surface, and a vegetation mat 50 is placed on the flat portion of the staircase. At the beginning of vegetation, the vertical side of the staircase is exposed, but in the example shown in the figure, that part is also covered with the nonwoven fabric 31, and even if the water retention drainage base material 1 is made of foamed resin, external factors such as sunlight Will not deteriorate.

その後、保水排水基盤材1の保水用凹部7に給水し、植物51の成長を待つ。植物51の根53は次第に成長し不織布31に絡みつくようになる。それにより、植生マット50と不織布31は一体化して安定する。不織布31は保水排水基盤材1に固定されており、保水排水基盤材群は傾斜屋根30に固定されている。そのために、植生が進んだ段階で、保水排水基盤材1と不織布31と土壌52と植物51と傾斜屋根30とは一体化した状態となり、人工地盤である傾斜屋根30上に安定した緑化構造物が形成される。なお、植物の根53は不織布31内に留まっている状態でもよく、図示のように、不織布を通過して一部が保水用凹部7内に伸び出た状態であってもよい。しかし、根31が保水用凹部7に充満してしまうと、保水排水基盤材1での水の流れを阻害する要因となるので、そのような状態とならないように注意して緑化を行うことが望まれる。   Thereafter, water is supplied to the water retaining recess 7 of the water retaining and drainage base material 1 to wait for the plant 51 to grow. The root 53 of the plant 51 gradually grows and becomes entangled with the nonwoven fabric 31. Thereby, the vegetation mat 50 and the nonwoven fabric 31 are integrated and stabilized. The nonwoven fabric 31 is fixed to the water retention / drainage base material 1, and the water retention / drainage base material group is fixed to the inclined roof 30. Therefore, at the stage where vegetation has advanced, the water retention and drainage base material 1, the nonwoven fabric 31, the soil 52, the plant 51, and the inclined roof 30 are integrated, and the greening structure is stable on the inclined roof 30 that is an artificial ground. Is formed. The plant root 53 may remain in the nonwoven fabric 31 or may pass through the nonwoven fabric and partially extend into the water retaining recess 7 as shown. However, if the root 31 fills the water retention recess 7, it becomes a factor that hinders the flow of water in the water retention drainage base material 1. desired.

保水排水基盤材1の望ましい貯水量は、植生しようとする植物51の蒸散量によって異なってくるが、例えば、ミント類は夏場7〜8リットル/m、セダム類は3リットル/m程度であり、潅水作業の省力化から2日に1回程度の潅水を行うこととして、10〜15リットル/m程度であることが望ましい。 Desired amount of water stored water retention drainage infrastructure material 1 is varies by transpiration of the plant 51 to be vegetation, for example, mints the summer 7-8 liters / m 2, Sedum class in about 3 l / m 2 Yes, it is desirable that the irrigation is performed about once every two days from the labor saving of the irrigation work, and the rate is about 10 to 15 liter / m 2 .

また、図示しないが、保水用凹部7内に透水性シートである不織布31に達する導水材、すなわち、水の表面張力により上部に水を供給する機能を持つ材料)を設けることもできる。それにより、保水用凹部7の水を確実に不織布31側に供給することができるようになる。導水材には、紐、スポンジ、発泡性合成樹脂、織布、不織布、などを用いることができる。   Moreover, although not shown in figure, the water conveyance material which reaches the nonwoven fabric 31 which is a water permeable sheet, ie, the material which has the function to supply water to the upper part by the surface tension of water, can also be provided in the water retention recessed part 7. Thereby, the water of the recessed part 7 for water retention can be reliably supplied to the nonwoven fabric 31 side. A string, sponge, foamable synthetic resin, woven fabric, non-woven fabric, or the like can be used as the water guide material.

図2の例では、後に図10〜図12に基づき説明する平坦な形状の保水排水基盤材1Aが、傾斜屋根30の上に配置されている。保水排水基盤材群は、図1に示したものと同様に、透水性シートである不織布31で覆われており、かつ不織布31は釘32で固定されている。また、周囲は見切り材41、42、43で囲われている。   In the example of FIG. 2, a flat water retention drainage base material 1 </ b> A, which will be described later with reference to FIGS. 10 to 12, is disposed on the inclined roof 30. The water retention drainage base material group is covered with a nonwoven fabric 31 that is a water-permeable sheet, and the nonwoven fabric 31 is fixed with a nail 32, as in the case shown in FIG. In addition, the periphery is surrounded by parting materials 41, 42, 43.

この場合も、固定された不織布31の上に植生マット50を置き、保水排水基盤材1Aの保水用凹部7に給水して、植物51の成長を待つ。時間と共に、植物51の根53は不織布31に絡みつくようになり、植生マット50と不織布31は一体化する。結果として、保水排水基盤材1Aと不織布31と土壌52と植物51と傾斜屋根30とは一体化した状態となり、図1の例と同様に、人工地盤である傾斜屋根30上に安定した緑化構造物が形成される。   Also in this case, the vegetation mat 50 is placed on the fixed nonwoven fabric 31, and water is supplied to the water retention recess 7 of the water retention / drainage base material 1 </ b> A to wait for the growth of the plant 51. With time, the root 53 of the plant 51 becomes entangled with the nonwoven fabric 31, and the vegetation mat 50 and the nonwoven fabric 31 are integrated. As a result, the water retention / drainage base material 1A, the nonwoven fabric 31, the soil 52, the plant 51, and the inclined roof 30 are in an integrated state, and the greening structure is stable on the inclined roof 30 that is an artificial ground as in the example of FIG. Things are formed.

なお、透水性シートである不織布31は、植物51の根53が絡みついて植生マット50と一体化する機能を果たすことに加え、土壌52が保水排水基盤材1の保水用凹部7内に入り込むのを防止して、植生マット50と保水用凹部7内の水との間に空間を確保する機能をも果たす。それにより、植物51の根53の呼吸は確保される。また、不織布31は、保水用凹部7内の水が、湿気となって、あるいは前記した図示しない導水材を経由して、植生マット50中の根53に効果的に到達するのを助けると共に、雨水や植物への散水が過剰に植生マット50に滞留するのを防止する機能をも果たす。   In addition, the nonwoven fabric 31 which is a water-permeable sheet performs the function of the root 53 of the plant 51 being entangled and integrated with the vegetation mat 50, and the soil 52 enters the water retention recess 7 of the water retention drainage base material 1. This also serves to secure a space between the vegetation mat 50 and the water in the water retaining recess 7. Thereby, the respiration of the root 53 of the plant 51 is ensured. In addition, the nonwoven fabric 31 helps the water in the water retaining recess 7 to reach the root 53 in the vegetation mat 50 effectively through moisture or via the above-described water guide material (not shown), It also functions to prevent rainwater and water sprinkling on plants from excessively staying in the vegetation mat 50.

図1の実施形態で用いた保水排水基盤材1について説明する。保水排水基盤材1は全体が発泡樹脂(例えば発泡ポリスチレン)の一体成形品であり、図示のように、複数(図では4個)の単位保水部2(2a〜2d)が、その上面が水平かつ互いに平行となるようにして階段状に形成されている。図5に示すように、各単位保水部2a〜2dの上面を延長した仮想平面L1と底面3を延長した仮想平面L2とは角度αで交差しており、従って、傾斜角度がαである人工地盤(例えば、傾斜屋根30)の上にこの保水排水基盤材1を載置すると、単位保水部2a〜2dの上面はすべて水平姿勢となる。   The water retention drainage base material 1 used in the embodiment of FIG. 1 will be described. The entire water retention / drainage base material 1 is an integrally molded product of foamed resin (for example, foamed polystyrene). As shown in the figure, a plurality (four in the figure) of unit water retention parts 2 (2a to 2d) have an upper surface that is horizontal. And it is formed in steps so as to be parallel to each other. As shown in FIG. 5, the virtual plane L1 extending from the upper surface of each unit water retaining part 2a to 2d intersects the virtual plane L2 extending from the bottom surface 3 at an angle α, and therefore, the artificial angle whose inclination angle is α. When the water retention / drainage base material 1 is placed on the ground (for example, the inclined roof 30), the upper surfaces of the unit water retention portions 2a to 2d are all in a horizontal posture.

保水排水基盤材1は、後周壁4a,右周壁4b,前周壁4c,左周壁4dからなる周壁4により外周が区画されており、さらに、後周壁4aと前周壁4cとの間に位置する3枚の横方向に走る第2隔壁5a〜5cにより、内部が前記した4つの単位保水部2a〜2dに区分けされている。単位保水部2a〜2dは実質的に同じ形状である。図5に示すように、後周壁4aは膨出部4a1を有し、前周壁4c下端には該膨出部4a1が入り込む切り欠き部4c1が形成されている。また、図3に示すように、右周壁4bにも膨出部4b1が形成され、左周壁4dには該膨出部4b1が入り込む切り欠き部が形成される。これらの膨出部と切り欠き部は、複数枚の保水排水基盤材1を上下方向や左右方向に接続するときに利用される。なお、最下端側に位置することとなる保水排水基盤材1においては、切り欠き部4c1が見切り材41との係合部として用いられる。また、最も側方に位置することとなる保水排水基盤材1においては、該膨出部4b1が入り込む切り欠き部は見切り材43との係合部として用いられる。   The water retaining and drainage base material 1 has an outer periphery defined by a peripheral wall 4 including a rear peripheral wall 4a, a right peripheral wall 4b, a front peripheral wall 4c, and a left peripheral wall 4d, and is further positioned between the rear peripheral wall 4a and the front peripheral wall 4c. The inside is divided into the above-mentioned four unit water retaining portions 2a to 2d by the second partition walls 5a to 5c that run in the lateral direction of the sheet. The unit water retaining portions 2a to 2d have substantially the same shape. As shown in FIG. 5, the rear peripheral wall 4a has a bulging portion 4a1, and a notch 4c1 into which the bulging portion 4a1 enters is formed at the lower end of the front peripheral wall 4c. As shown in FIG. 3, a bulging portion 4b1 is also formed on the right peripheral wall 4b, and a cutout portion into which the bulging portion 4b1 enters is formed on the left peripheral wall 4d. These bulges and cutouts are used when connecting a plurality of water retention and drainage base materials 1 in the vertical direction and the horizontal direction. In the water retention / drainage base material 1 that is positioned on the lowermost end side, the cutout portion 4 c 1 is used as an engagement portion with the parting material 41. Further, in the water retention / drainage base material 1 that is located on the most side, the cutout portion into which the bulging portion 4 b 1 enters is used as an engaging portion with the parting material 43.

単位保水部2は、前記第2隔壁5に直交する複数枚(図のものでは、7枚)の第1隔壁6により、内部が8個の保水用凹部7に区分けされている。図示のものでは、保水用凹部7を2分する第3隔壁8が第2隔壁5と平行に形成されていて、保水用凹部7を上保水用凹部7aと下保水用凹部7bに区分けしているが、この第3隔壁8は省略してもよい。   The unit water retaining part 2 is divided into eight water retaining recesses 7 by a plurality of (seven in the figure) first partition walls 6 orthogonal to the second partition walls 5. In the illustrated example, a third partition wall 8 that bisects the water retention recess 7 is formed in parallel with the second partition wall 5, and the water retention recess 7 is divided into an upper water retention recess 7a and a lower water retention recess 7b. However, the third partition wall 8 may be omitted.

各第1隔壁6には同じ深さの第1導水溝9が形成され、また、第3隔壁8にも同じ深さの第1導水溝10が形成されている。図示のものでは、左右の周壁4b,4dにも同じ深さの第1導水溝11が形成されているが、これは、横方向に同じ保水排水基盤材1を接続して配置するときに、隣接する保水排水基盤材1への水の通路となるものであって、1個の保水排水基盤材1のみを使用する場合に省略されるか埋め込まれる。また、複数個を接続した場合でも、外周となる周壁においては同様に省略されるか埋め込まれる。   A first water guide groove 9 having the same depth is formed in each first partition wall 6, and a first water guide groove 10 having the same depth is also formed in the third partition wall 8. In the illustrated one, the first water guide grooves 11 having the same depth are also formed on the left and right peripheral walls 4b and 4d. This is because when the same water retention drainage base material 1 is connected and arranged in the lateral direction, It becomes a water passage to the adjacent water retention / drainage base material 1 and is omitted or embedded when only one water retention / drainage base material 1 is used. Further, even when a plurality are connected, they are similarly omitted or embedded in the outer peripheral wall.

各第2隔壁5a〜5cには、保水用凹部7のすべてに対応する位置に、第1導水溝9よりも深さの浅い第2導水路12が形成され、該第2導水路12が位置する第2隔壁5の外側には縦溝13が形成されている。後記するように、第2導水路12を溢流した水は該縦溝13を通って、下位に位置する単位保水部2の各保水用凹部7内に流入する。   In each of the second partition walls 5a to 5c, a second water conduit 12 having a depth smaller than that of the first water guide groove 9 is formed at a position corresponding to all of the water retaining recesses 7, and the second water conduit 12 is located at the position. A vertical groove 13 is formed outside the second partition wall 5. As will be described later, the water overflowing the second water conduit 12 passes through the longitudinal groove 13 and flows into the respective water retaining recesses 7 of the unit water retaining portion 2 located at the lower position.

図示のものでは、前周壁4cにも同じ深さの第2導水溝14と縦溝15が形成されているが、これは、上下方向(縦方向)に同じ保水排水基盤材1を接続して配置するときに、隣接する保水排水基盤材1への水の通路となるものであって、前記左右の周壁4b,4dに形成した第1導水溝11と同様、1個の保水排水基盤材1のみを使用する場合に省略されるか埋め込まれる。また、複数個を接続した場合に、外周となる前周壁においては同様に省略するか埋め込んでもよい。   In the illustrated example, the second water guide groove 14 and the vertical groove 15 having the same depth are also formed in the front peripheral wall 4c. This is because the same water retention / drainage base material 1 is connected in the vertical direction (vertical direction). When arranged, it serves as a passage for water to the adjacent water retention / drainage base material 1, and similarly to the first water guide grooves 11 formed in the left and right peripheral walls 4 b, 4 d, one water retention / drainage base material 1. Omitted or embedded when using only Further, when a plurality are connected, they may be omitted or embedded in the front peripheral wall as the outer periphery.

上記のように、単位保水部2における各隔壁および周壁に対し導水溝が配置されることにより、各単位保水部同士が連結される。この単位保水部に充満するように水が供給された場合、導水溝の底面深さよりも水位が上がることはなく、各隔壁および周壁上端と導水溝底面深さとの間には必ず空間が形成されることとなる。この空間が必ず形成されることにより、保水排水基盤材は通気性能を持つことになる。   As described above, the unit water retention units are connected to each other by disposing the water guide grooves with respect to the partition walls and the peripheral wall in the unit water retention unit 2. When water is supplied to fill this unit water retaining part, the water level does not rise above the bottom depth of the water guide groove, and a space is always formed between each partition wall and the upper end of the peripheral wall and the bottom surface of the water guide groove. The Rukoto. By forming this space without fail, the water retention / drainage base material has ventilation performance.

上記の構成であり、最上位に位置する単位保水部2aのいずれかの保水用凹部7に図示しない吸水ホースから水を供給すると、その水は保水排水基盤材1のすべての保水用凹部7に流入していく。その一例を図6に示す。この例では、最上位に位置する単位保水部2aの最も左側の上保水用凹部7a1にのみ給水しており、左右の周壁4b,4dに形成した第1導水溝11は適宜の手段により埋め込んである。   When water is supplied from a water-absorbing hose (not shown) to any one of the water retention recesses 7 of the unit water retention unit 2a located at the uppermost position, the water is supplied to all the water retention recesses 7 of the water retention drainage base material 1. Inflow. An example is shown in FIG. In this example, water is supplied only to the leftmost upper water retaining recess 7a1 of the unit water retaining portion 2a located at the uppermost position, and the first water guiding grooves 11 formed in the left and right peripheral walls 4b and 4d are embedded by appropriate means. is there.

上保水用凹部7a1を満たした水は、第1隔壁6に形成した第1導水溝9を溢流して右隣の上保水用凹部7aに、また、第3隔壁9に形成した第1導水溝10を溢流して下保水用凹部7b1に流入する。下保水用凹部7b1を満たした水は第1導水溝9を溢流して右隣の下保水用凹部7bに流入し、下保水用凹部7bには第1導水溝10を溢流した水が上保水用凹部7aからも流入する。この状態が図6aに示される。以下、同様にして水は第1隔壁6、10を溢流して順次右側の保水用凹部7に流入していき、最上位に位置する単位保水部2aのすべての保水用凹部7を満水とする。この状態が図6bに示される。第2隔壁5aに形成した第2導水溝12の深さは第1導水溝9よりも浅くされており、単位保水部2aのすべての保水用凹部7が満水状態となるまで第2導水溝12を越えて溢流することはない。   The water filling the upper water retaining recess 7 a 1 overflows the first water guiding groove 9 formed in the first partition wall 6 and enters the upper water retaining recess 7 a on the right side and the first water guiding groove formed in the third partition wall 9. 10 overflows and flows into the lower water retaining recess 7b1. The water that fills the lower water retaining recess 7b1 overflows the first water guide groove 9 and flows into the lower water retaining recess 7b on the right, and the water that overflows the first water guide groove 10 rises in the lower water retaining recess 7b. It also flows in from the water retaining recess 7a. This state is shown in FIG. In the same manner, the water overflows the first partition walls 6 and 10 and sequentially flows into the right water retaining recess 7 to fill all the water retaining recesses 7 of the unit water retaining portion 2a located at the uppermost position. . This state is shown in FIG. The depth of the second water guide groove 12 formed in the second partition wall 5a is shallower than that of the first water guide groove 9, and the second water guide groove 12 until all the water retaining recesses 7 of the unit water retaining part 2a are filled with water. It will not overflow beyond.

単位保水部2aが満水となって後、さらに給水を続けると、水はすべての第2導水溝12から一斉に溢流して、下流側に位置する単位保水部2bの上保水用凹部7a内に同時に流入する(図6c)。上保水用凹部7aを満たした水は同様にして第1導水溝10を溢流して下保水用凹部7b内に流入し、そこを満水とする(図6d)。以下、同じようにして、単位保水部2c、単位保水部2dに順次給水され、最後には、保水排水基盤材1を構成するすべての保水用凹部7は満水状態(保水状態)となる。ここで給水を停止すればその状態が維持される。さらに給水を継続すれば、単位保水部2dの前壁でもある前周壁4cに形成した第2導水溝14を通して余分な水は排出される。第2導水溝14を埋め込んだ場合には、単位保水部2dの左右の周壁4b,dと前周壁cを溢流して余分な水は排出される。   If the water supply is continued after the unit water retaining portion 2a is full, the water will overflow from all the second water guide grooves 12 all together and enter the upper water retaining recess 7a in the unit water retaining portion 2b located on the downstream side. At the same time (FIG. 6c). Similarly, the water filling the upper water retaining recess 7a overflows the first water guide groove 10 and flows into the lower water retaining recess 7b, which fills the water (FIG. 6d). Hereinafter, in the same way, water is sequentially supplied to the unit water retention part 2c and the unit water retention part 2d, and finally all the water retention recesses 7 constituting the water retention / drainage base material 1 are in a full water state (water retention state). If the water supply is stopped here, the state is maintained. If the water supply is further continued, excess water is discharged through the second water guide groove 14 formed in the front peripheral wall 4c which is also the front wall of the unit water retaining portion 2d. When the second water guide groove 14 is embedded, excess water is discharged by overflowing the left and right peripheral walls 4b, d and the front peripheral wall c of the unit water retaining portion 2d.

なお、上記の説明では、最上位に位置する単位保水部2aの最も左側の上保水用凹部7a1にのみ給水する例を説明したが、単位保水部2aの複数個あるいはすべての上保水用凹部7aに同時に給水するようにしてもよい。その場合には、保水排水基盤材1のすべての保水用凹部7を満水状態(保水状態)とするまでの時間を短縮される。   In the above description, an example in which water is supplied only to the leftmost upper water retaining recess 7a1 of the unit water retaining portion 2a positioned at the top, but a plurality or all of the unit water retaining portions 2a or all of the upper water retaining recesses 7a are described. You may make it supply water simultaneously. In that case, the time until all the water retention recesses 7 of the water retention drainage base material 1 are filled with water (water retention state) is shortened.

保水排水基盤材1は上記の構成であり、図1に示す緑化構造物においては、給水は最上位に位置する保水排水基盤材1Tに対してのみ、上記のようにして行えばよい。横方向に複数個の保水排水基盤材1を接続する場合にも、そのいずれかの保水排水基盤材1に対してのみ行えばよい。最上位の保水排水基盤材1Tの保水用凹部7を満水とした水は、その前周壁4cに形成した第2導水溝14を溢流して下流側の保水排水基盤材1に順次流入していき、1箇所からの給水でもって、必要とされるすべての保水排水基盤材1に対する給水が完了する。その間に無駄に排出される水はないので、効果的な給水が可能となる。   The water retention / drainage base material 1 has the above-described configuration, and in the greening structure shown in FIG. 1, water supply may be performed as described above only for the water retention / drainage base material 1T positioned at the top. Even when a plurality of water retention / drainage base materials 1 are connected in the lateral direction, it may be performed only for one of the water retention / drainage base materials 1. The water filled in the water retention recess 7 of the uppermost water retention / drainage base material 1T overflows the second water guide groove 14 formed in the front peripheral wall 4c and sequentially flows into the water retention / drainage base material 1 on the downstream side. Water supply to all necessary water retention drainage base materials 1 is completed with water supply from one place. Since no water is wasted in the meantime, effective water supply is possible.

図7〜図9は、図1の実施形態で用いた保水排水基盤材1の第2の形態を示しており、図7は斜視図、図8は平面図、図9は図6に相当する図であり給水順を説明している。この保水排水基盤材1は、第2隔壁5に形成する第2導水溝12が、すべての保水用凹部7に対してではなく、特定の保水用凹部7P(図では4箇所の保水用凹部7P)にのみ形成されていること、また、前周壁4cにも、同様に特定の保水用凹部7P(図では4箇所の保水用凹部7P)にのみ形成されていること、でのみ、図3〜図6で説明した第1の形態の保水排水基盤材1と相違している。なお、同じ機能を奏する部材には図3〜図6と同じ符号を付し、説明は省略する。   7 to 9 show a second embodiment of the water retention and drainage base material 1 used in the embodiment of FIG. 1, FIG. 7 is a perspective view, FIG. 8 is a plan view, and FIG. 9 corresponds to FIG. It is a figure and explains the order of water supply. In this water retention drainage base material 1, the second water guide grooves 12 formed in the second partition wall 5 are not for all the water retention recesses 7, but specific water retention recesses 7P (four water retention recesses 7P in the figure). ) Only on the front peripheral wall 4c, and only on the specific water retaining recesses 7P (four water retaining recesses 7P in the figure). It is different from the water retention drainage base material 1 of the first embodiment described in FIG. In addition, the same code | symbol as FIGS. 3-6 is attached | subjected to the member which show | plays the same function, and description is abbreviate | omitted.

この形態の保水排水基盤材1では、図9に示されるように、上流の単位保水部2(例えば、単位保水部2a)を満たし(図9b)、そこからあふれ出る水は、4箇所の保水用凹部7Pからのみ下流の単位保水部2(例えば、単位保水部2b)の4つの保水用凹部7Pに流れ込み(図9c)、そこから溢流する水により単位保水部2bの他の保水用凹部7は給水される。この形態では、比較してすべての保水用凹部7に給水が完了する時間は長くなるが、確実に無駄なく給水できる利点がある。   In the water retention drainage base material 1 of this form, as shown in FIG. 9, the upstream unit water retention part 2 (for example, the unit water retention part 2 a) is filled (FIG. 9 b), and the water overflowing from the unit water retention part 2 It flows into the four water retaining recesses 7P of the unit water retaining part 2 (for example, the unit water retaining part 2b) downstream only from the concave part 7P (FIG. 9c), and other water retaining recesses of the unit water retaining part 2b by the water overflowing from there. 7 is supplied with water. In this embodiment, the time for completing the water supply to all the water retaining recesses 7 becomes longer, but there is an advantage that water can be reliably supplied without waste.

次に、図2の実施形態で用いた保水排水基盤材1Aについて説明する。図10は斜視図、図11は平面図、図12は図11のa−a線による断面図である。この保水排水基盤材1Aは、複数の単位保水部2の上面が同じ平面内にあり、かつ底面3と平行な面となっていること、および第3の隔壁を備えず、各保水用凹部7はすべて1つの室であること、各保水用凹部7は横幅と縦幅の比が比較的大きな直方体形状をなしていること、において、上記した保水排水基盤材1と構成を異にしており、他の構成は実質的に同じである。保水排水基盤材1におけると同じ機能を奏する部材には同じ符号を付し、詳細な説明は省略する。   Next, the water retention drainage base material 1A used in the embodiment of FIG. 2 will be described. 10 is a perspective view, FIG. 11 is a plan view, and FIG. 12 is a cross-sectional view taken along line aa in FIG. In this water retention drainage base material 1A, the upper surfaces of the plurality of unit water retention portions 2 are in the same plane and are parallel to the bottom surface 3, and no third partition is provided. Are different from the above-described water retention and drainage base material 1 in that each of the water retention recesses 7 has a rectangular parallelepiped shape in which the ratio of the width to the length is relatively large. Other configurations are substantially the same. Members having the same functions as those in the water retention / drainage base material 1 are denoted by the same reference numerals, and detailed description thereof is omitted.

保水排水基盤材1Aにおいて、1つの単位保水部2は、後周壁4aと前周壁4cとの間に位置する多数(図のものでは、15枚)の横方向に走る第2隔壁5により、内部が16個の単位保水部2Aに区分けされている。各単位保水部2Aは実質的に同じ形状であり、第2隔壁5に直交する複数枚(図のものでは、3枚)の第1隔壁6により、内部が4個の保水用凹部7に区分けされている。この例では、保水用凹部7の縦横比は1:5程度である。第1隔壁6には同じ深さの第1導水溝9が形成され、また、第2隔壁5には第1導水溝9よりも深さの浅い第2導水路12が1つの保水用凹部7に対して複数個の形成されている。左右の周壁4b,4dに形成される第1導水溝11、前後の後周壁4a,4cに形成される第2導水溝14が省略可能なことも、保水排水基盤材1の場合と同様である。   In the water retention / drainage base material 1A, one unit water retention part 2 has a large number (15 in the figure) of second partition walls 5 located between the rear peripheral wall 4a and the front peripheral wall 4c. Are divided into 16 unit water retention units 2A. Each unit water retaining portion 2A has substantially the same shape, and the interior is divided into four water retaining recesses 7 by a plurality of (three in the figure) first partition walls 6 orthogonal to the second partition walls 5. Has been. In this example, the aspect ratio of the water retaining recess 7 is about 1: 5. A first water guide groove 9 having the same depth is formed in the first partition wall 6, and a second water conduit 12 having a shallower depth than the first water guide groove 9 is formed in the second partition wall 5 as one water retaining recess 7. A plurality of them are formed. The first water guide groove 11 formed on the left and right peripheral walls 4b and 4d and the second water guide groove 14 formed on the front and rear rear walls 4a and 4c can be omitted, as in the case of the water retention drainage base material 1. .

この場合も、植物の栽培に際し、給水は、最上位に位置する保水排水基盤材1ATの最上位の単位保水部2におけるいずれかの保水用凹部7に対してのみ行えばよい。最上位の4つの保水用凹部7を満たした後、水は順次下流側の単位保水部2の保水用凹部7を満たしながら流下していき、最上位の保水排水基盤材1ATのすべての保水用凹部7は満水となる。その後、その前周壁4cに形成した第2導水溝14を溢流して下流側の保水排水基盤材1Aに順次流入していく。ここでも、1箇所からの給水でもって、必要とされるすべての保水排水基盤材1Aに対する給水は完了し、その間に無駄に排出される水はない。各保水用凹部7の縦横比が大きくなっていることから、傾斜姿勢であっても、各保水用凹部7には十分な量の水が蓄えられる。   In this case as well, when cultivating plants, water supply may be performed only to one of the water retaining recesses 7 in the uppermost unit water retaining portion 2 of the water retaining and drainage base material 1AT located at the uppermost position. After filling the uppermost four water retaining recesses 7, the water flows down while sequentially filling the water retaining recesses 7 of the unit water retaining unit 2 on the downstream side, for all the water retention of the uppermost water retaining drainage base material 1AT. The recess 7 is full of water. Thereafter, the second water guide groove 14 formed in the front peripheral wall 4c overflows and sequentially flows into the downstream water retention drainage base material 1A. Here, the water supply to all required water retention drainage base materials 1A is completed with the water supply from one place, and no water is wasted in the meantime. Since the aspect ratio of each water retaining recess 7 is large, a sufficient amount of water is stored in each water retaining recess 7 even in the inclined posture.

なお、図示しないが、この保水排水基盤材1Aは、水平姿勢にある人工地盤の上に配置して植生を行うこともできる。その場合にも、同様にして不織布が固定され、植生マット50がその上に載置される。その際に、給水ホースによる給水は、任意の箇所の単位保水部2Aの任意の保水用凹部7からを開始してもよい。また、複数箇所の単位保水部2Aから給水を行うようにしてもよい。いずれの場合も、水は、順次第1導水溝から第2導水溝を溢流して、すべての保水用凹部は満水となる。ここでも、その間に、水が無駄に排出されることはない。   In addition, although not shown in figure, this water retention drainage base material 1A can also be arrange | positioned on the artificial ground in a horizontal attitude | position, and can also perform vegetation. Also in that case, the nonwoven fabric is similarly fixed, and the vegetation mat 50 is placed thereon. In that case, the water supply by the water supply hose may start from the arbitrary water retention recess 7 of the unit water retention unit 2A at an arbitrary location. Moreover, you may make it perform water supply from the unit water retention part 2A of multiple places. In either case, water sequentially overflows from the first water guide groove to the second water guide groove, and all the water retaining recesses are filled with water. Again, no water is wasted in the meantime.

図示しないが、図3に示した単位保水部2の上面が階段状に位置している形態の保水排水基盤材1において、底面を傾斜面とせずに、横から見た状態で概略三角形をなす形状としてもよい。この場合には、水平姿勢の人工地盤の上に載置しても、各単位保水部の上面は階段状に位置することとなり、観賞用の植生植物を栽培するときなどに、好適なディスプレイ状態が得られる。   Although not shown, in the water retention drainage base material 1 in which the upper surface of the unit water retention part 2 shown in FIG. 3 is located in a staircase shape, a substantially triangular shape is formed when viewed from the side without forming the bottom surface as an inclined surface. It is good also as a shape. In this case, even when placed on the artificial ground in a horizontal posture, the upper surface of each unit water retaining part will be positioned in a staircase shape, suitable for cultivating ornamental vegetation plants, etc. Is obtained.

本発明による人工地盤上での緑化方法により構築された緑化構造物の一例を示す断面図と部分拡大図。Sectional drawing and the elements on larger scale which show an example of the greening structure constructed | assembled by the greening method on the artificial ground by this invention. 他の実施形態の緑化構造物を示す断面図と部分拡大図。Sectional drawing and the elements on larger scale which show the tree planting structure of other embodiment. 図1に示した緑化構造物で使用した保水排水基盤材を示す斜視図。The perspective view which shows the water retention drainage base material used with the tree planting structure shown in FIG. 図3の平面図。FIG. 4 is a plan view of FIG. 3. 図4のa−a線による断面図。Sectional drawing by the aa line of FIG. 図3に示す保水排水基盤材の給水順を説明する図。The figure explaining the water supply order of the water retention drainage base material shown in FIG. 図1に示した緑化構造物で使用する保水排水基盤材の第2の形態を示す斜視図。The perspective view which shows the 2nd form of the water retention drainage base material used with the tree planting structure shown in FIG. 図7の平面図。The top view of FIG. 第2の形態の保水排水基盤材における給水順を説明する図。The figure explaining the water supply order in the water retention drainage base material of a 2nd form. 図2に示した緑化構造物で使用した保水排水基盤材を示す斜視図。The perspective view which shows the water retention drainage base material used with the tree planting structure shown in FIG. 図10の平面図。The top view of FIG. 図11のa−a線による断面図。Sectional drawing by the aa line of FIG. 従来の保水排水基盤材の一例を示す図。The figure which shows an example of the conventional water retention drainage base material.

符号の説明Explanation of symbols

1、1A…保水排水基盤材、2…単位保水部、3…底面、4…周壁、5…第2隔壁、6…第1隔壁、7…保水用凹部、9、11…第1導水溝、12、14…第2導水溝、30…人工地盤、31…透水性シート(不織布)、32…釘、41…下辺見切り材、42…上辺見切り材、43…側面見切り材、50…植生マット、51…植物、52…土壌、53…植物の根   DESCRIPTION OF SYMBOLS 1, 1A ... Water retention drainage base material, 2 ... Unit water retention part, 3 ... Bottom surface, 4 ... Perimeter wall, 5 ... 2nd partition, 6 ... 1st partition, 7 ... Recessed part for water retention, 9, 11 ... 1st water guide groove, 12, 14 ... 2nd water conveyance groove, 30 ... Artificial ground, 31 ... Water-permeable sheet (nonwoven fabric), 32 ... Nail, 41 ... Lower part parting material, 42 ... Upper part parting material, 43 ... Side parting material, 50 ... Vegetation mat, 51 ... plant, 52 ... soil, 53 ... plant root

Claims (21)

人工地盤上に保水排水基盤材を用いて植栽する緑化方法であって、保水用凹部を有する保水排水基盤材を覆うようにして保水排水基盤材に透水性シートを固定し、その上面に植物の根が絡み合うことによって土壌を保持してなる植生マットを配置して植生することにより、客土を使用することなく植栽し、植物の根が透水性シートに絡みついて透水性シートと一体化することによって、保水排水基盤材と透水性シートと土壌と植物を一体化させることを特徴とする人工地盤上での緑化方法。   A planting method for planting water on a man-made ground using a water retention drainage base material, fixing a water permeable sheet to the water retention drainage base material so as to cover the water retention drainage base material having a water retention recess, and planting on the top surface By arranging and planting a vegetation mat that holds the soil by intertwining the roots of the plant, planting without using the soil, the roots of the plant are entangled with the permeable sheet and integrated with the permeable sheet A greening method on artificial ground, characterized by integrating a water retention drainage base material, a water permeable sheet, soil and a plant. 人工地盤の保水排水基盤材載置面が傾斜面であることを特徴とする請求項1に記載の人工地盤上での緑化方法。   The greening method on the artificial ground according to claim 1, wherein the surface for placing the water retention / drainage base material of the artificial ground is an inclined surface. 保水排水基盤材として上面が階段状となっているものを用いることを特徴とする請求項2に記載の人工地盤上での緑化方法。   The method for greening on artificial ground according to claim 2, wherein the water retaining and drainage base material has a stepped upper surface. 透水シートとして複数個の保水排水基盤材を覆うことのできる大きさのものを使用し、透水シートを保水排水基盤材に固定することにより、複数個の保水排水基盤材同士も一体化されることを特徴とする請求項1〜3のいずれかに記載の人工地盤上での緑化方法。   Use a water-permeable sheet of a size that can cover multiple water-retaining drainage base materials, and fix the water-permeable sheet to the water-retaining drainage base material so that the water-retaining drainage base materials are also integrated. The greening method on the artificial ground according to any one of claims 1 to 3. 保水排水基盤材を人工地盤に固定することによって、保水排水基盤材と透水性シートと土壌と植物と人工地盤の全体を一体化させることを特徴とする請求項4に記載の人工地盤上での緑化方法。   5. The artificial ground according to claim 4, wherein the whole of the water retention / drainage base material, the water permeable sheet, the soil, the plant, and the artificial ground is integrated by fixing the water retention / drainage base material to the artificial ground. Greening method. 人工地盤が傾斜屋根であることを特徴とする請求項1〜5のいずれかに記載の人工地盤上での緑化方法。   The greening method on the artificial ground according to any one of claims 1 to 5, wherein the artificial ground is an inclined roof. 保水排水基盤材として透水シート下の空間がすべて連通した状態となり得る形状のものを使用することを特徴とする請求項1〜6のいずれかに記載の人工地盤上での緑化方法。   The greening method on the artificial ground according to any one of claims 1 to 6, wherein a water retaining drainage base material having a shape that allows all the spaces under the permeable sheet to be in communication with each other is used. 保水排水基盤材として、周壁と、一枚以上の第1隔壁と、第1隔壁と交差する1枚以上の第2隔壁とにより複数個の保水用凹部が区画されており、第1隔壁で区画されて横方向に配列する2個以上の保水用凹部により単位保水部が形成され、該単位保水部は第2隔壁を介して縦方向に2列以上配列しており、単位保水部を構成する各保水用凹部を区画する各第1隔壁には第1導水溝が形成されていてそこを溢流して流れる水により各保水用凹部は所定の保水量に保持されるようになっており、第2隔壁には隣接する上流側の単位保水部の少なくとも1個の保水用凹部と下流側の単位保水部の少なくとも1個の保水用凹部を繋ぐ少なくとも1個の第2導水溝が形成されていてそこを溢流する水により上流側の単位保水部の水が下流側の単位保水部に流入するようになっている保水排水基盤材を用いることを特徴とする請求項1に記載の人工地盤上での緑化方法。   As a water retention drainage base material, a plurality of water retention recesses are defined by a peripheral wall, one or more first partition walls, and one or more second partition walls intersecting the first partition walls. A unit water retention part is formed by two or more water retention recesses arranged in the horizontal direction, and the unit water retention part is arranged in two or more rows in the vertical direction via the second partition wall, and constitutes the unit water retention part A first water guide groove is formed in each first partition partitioning each water retaining recess, and each water retaining recess is held at a predetermined water retaining amount by the water flowing overflowing the first water guiding groove. The two partition walls are formed with at least one second water guide groove connecting at least one water retention recess of the adjacent upstream unit water retention section and at least one water retention recess of the downstream unit water retention section. The water in the upstream unit water retention section is overflowed by the water overflowing there, and the downstream unit water retention Greening method on artificial ground according to claim 1, characterized in that use by are water-retaining drainage infrastructure material flows into the. 人工地盤上に配置された保水排水基盤材と、保水排水基盤材を覆うようにしてそこに固定された透水性シートと、透水性シートの上面に載置された植物の根が絡み合うことによって土壌を保持してなる植生マットとを少なくとも有し、前記植生マットを客土を使用することなく透水性シート上に配置して植栽し、植生マットの植物の根が透水性シートに絡みついて透水性シートと一体化することによって、保水排水基盤材と透水性シートと土壌と植物とが一体化していることを特徴とする人工地盤上での緑化構造物。   The soil is obtained by the intertwining of the water retention drainage base material placed on the artificial ground, the water permeable sheet fixed on the water retention drainage base material so as to cover the plant root placed on the upper surface of the water permeable sheet A vegetation mat formed by holding the vegetation mat on a water-permeable sheet without using soil, and the roots of the plants on the vegetation mat are entangled with the water-permeable sheet. A greening structure on an artificial ground, characterized in that a water retention / drainage base material, a water permeable sheet, soil and a plant are integrated by being integrated with a conductive sheet. 人工地盤が傾斜屋根であることを特徴とする請求項9に記載の人工地盤上での緑化構造物。   The greening structure on the artificial ground according to claim 9, wherein the artificial ground is an inclined roof. 最上位に位置する保水排水基盤材に対して給水する給水手段を備えるとを特徴とする請求項10に記載の人工地盤上での緑化構造物。   The greening structure on the artificial ground according to claim 10, further comprising water supply means for supplying water to a water retention drainage base material positioned at the uppermost position. 保水排水基盤材の外周縁に沿う見切り材を備えることを特徴とする請求項9〜11のいずれかに記載の人工地盤上での緑化構造物。   The greening structure on the artificial ground according to any one of claims 9 to 11, comprising a parting material along the outer peripheral edge of the water retention and drainage base material. 植生する植物が、セダム類、じゃのひげ、ミント類、ローズマリー、タイム類、ヒメイワダレソウ、ヒメツルソバ、ビンカ類、アジュガ類、宿根バーベナ、リシマキアナカテンヌンムラリア、ポテンティラ、クローバー、キク類、エリゲロン、ナデシコ類、オレガノ、スゲ類、ヘデラ類、リンデルニア、ヒメノボタン、ユーパトリウム、ミューレンベッキア、サントリナ、ノシラン、フッキソウ、オキザリス類、ロニセラ、シモツケ、イボタの木類、ツルマサキ、ハクチョウゲ、テイカカズラ類、サワラ類、ビャクシン類、芝類、コトネアスター、ツツジ類、ツゲ類、アベリア、サルスベリ、レンギョウ、メギ、ユキヤナギ、アガパンサス、ヨモギ類、アヤメ類、ガウラ、ガザニア、へメロカリス類、ユキノシタ、ルドベキア類、のいずれかである請求項9〜12のいずれかに記載の人工地盤上での緑化構造物。   Plants to be vegetated are Sedums, Jars, Mints, Rosemary, Thyme, Himewadareso, Himetsuroba, Binka, Ajuga, Perennial Verbena, Rhishimakiana Catenum numaria, Potentilla, Clover, Chrysanthemum, Eligeron, Nadesico , Oregano, sedge, hedera, lindelnia, himeno button, eupatium, murrenvecchia, santorina, nolana, fuchsaw, oxalis, ronisera, spruce, privet trees, crested squirrel, swanfish, hawk moth, sawaras, juniper , Turf, cotoneaster, azalea, boxwood, aberia, crape myrtle, forsythia, barberry, snowy willow, agapanthus, mugwort, iris, goura, gazania, hemocallis, yukinoshita, rudbeckia Greening structures on artificial ground according to any one of a claims 9-12. 周壁と、一枚以上の第1隔壁と、第1隔壁と交差する1枚以上の第2隔壁とにより複数個の保水用凹部が区画されており、第1隔壁で区画されて横方向に配列する2個以上の保水用凹部により単位保水部が形成され、該単位保水部は第2隔壁を介して縦方向に2列以上配列している保水排水基盤材であって、単位保水部を構成する各保水用凹部を区画する各第1隔壁には第1導水溝が形成されていてそこを溢流して流れる水により各保水用凹部は所定の保水量に保持されるようになっており、第2隔壁には隣接する上流側の単位保水部の少なくとも1個の保水用凹部と下流側の単位保水部の少なくとも1個の保水用凹部を繋ぐ少なくとも1個の第2導水溝が形成されていてそこを溢流する水により上流側の単位保水部の水が下流側の単位保水部に流入するようになっていることを特徴とする保水排水基盤材。   A plurality of water retaining recesses are defined by the peripheral wall, one or more first partition walls, and one or more second partition walls intersecting the first partition walls. The unit water retention part is formed by two or more water retention recesses, and the unit water retention part is a water retention drainage base material arranged in two or more rows in the vertical direction via the second partition wall, and constitutes the unit water retention part Each first partition wall that partitions each water retaining recess has a first water guide groove, and each water retaining recess is held at a predetermined water retaining amount by the water flowing overflowing there. The second partition wall is formed with at least one second water guiding groove that connects at least one water retaining recess of the adjacent upstream unit water retaining portion and at least one water retaining recess of the downstream unit water retaining portion. The water in the upstream unit water holding section is overflowed by the water overflowing there. Water retention drainage infrastructure material, characterized in that it flows into the. 第1導水溝の底部は第2導水溝の底部よりも深い位置とされていることを特徴とする請求項14に記載の保水排水基盤材。   The water retention / drainage base material according to claim 14, wherein the bottom of the first water guide groove is deeper than the bottom of the second water guide groove. 周壁にも第1導水溝およびまたは第2導水溝が形成されていることを特徴とする請求項14または15に記載の保水排水基盤材。   The water retention drainage base material according to claim 14 or 15, wherein a first water guide groove and / or a second water guide groove is also formed on the peripheral wall. 2つ以上の保水排水基盤材が周壁同士を密接した状態で配置できるように、周壁に接合のための手段が形成されていることを特徴とする請求項14〜16のいずれかに記載の保水排水基盤材。   The means for joining is formed in the surrounding wall so that two or more water retention drainage base materials can arrange | position in the state which closely contacted the surrounding walls, The water retention in any one of Claims 14-16 characterized by the above-mentioned. Drainage base material. 底面と上面とがほぼ平行な面であることを特徴とする請求項14〜17のいずれかに記載の保水排水基盤材。   The water retention and drainage base material according to any one of claims 14 to 17, wherein the bottom surface and the top surface are substantially parallel surfaces. 隣接する単位保水部が階段状に配列している箇所を少なくとも一箇所に有していることを特徴とする請求項14〜18のいずれかに記載の保水排水基盤材。   The water retention / drainage base material according to any one of claims 14 to 18, wherein adjacent unit water retention portions have at least one location where the unit water retention portions are arranged stepwise. 底面と階段状をなす上面を延長した仮想平面が角度を持って交差するようにされていることを特徴とする請求項19に記載の保水排水基盤材。   20. The water retention / drainage base material according to claim 19, wherein a virtual plane extending from the bottom surface and extending in a stepped shape intersects with an angle. 素材が樹脂発泡体であることを特徴とする請求項14〜20のいずれかに記載の保水排水基盤材。   21. The water retention / drainage base material according to claim 14, wherein the material is a resin foam.
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