WO2012169451A1 - Water storage and water discharge base material and greening structure - Google Patents

Water storage and water discharge base material and greening structure Download PDF

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Publication number
WO2012169451A1
WO2012169451A1 PCT/JP2012/064351 JP2012064351W WO2012169451A1 WO 2012169451 A1 WO2012169451 A1 WO 2012169451A1 JP 2012064351 W JP2012064351 W JP 2012064351W WO 2012169451 A1 WO2012169451 A1 WO 2012169451A1
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WO
WIPO (PCT)
Prior art keywords
water
water storage
base material
drainage base
top surface
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PCT/JP2012/064351
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French (fr)
Japanese (ja)
Inventor
山下 剛志
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積水化成品工業株式会社
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Publication of WO2012169451A1 publication Critical patent/WO2012169451A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D11/00Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
    • E04D11/002Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings consisting of two or more layers, at least one of the layers permitting turfing of the roof
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G20/00Cultivation of turf, lawn or the like; Apparatus or methods therefor
    • A01G20/20Cultivation on mats
    • 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

Definitions

  • the present invention relates to a storage / drainage base material suitably used in rooftop greening and the like, and a greening structure using the same.
  • Patent Document 1 describes an example of a water storage and drainage base material used in greening of such artificial ground.
  • This water storage drainage base material is made of foamed resin, and the area partitioned by the peripheral wall functioning as a weir is an area having a concave inclined surface, which is lower than the top surface of the peripheral wall. It is supposed to be. And many concave holes are formed in this inclined surface, and the water required for vegetation accumulates there.
  • the water storage and drainage base material is spread on the artificial ground, and a water-permeable sheet such as a nonwoven fabric is hung on the artificial ground, and then the land is filled with the soil.
  • Patent Document 2 describes a water storage and drainage base material composed of a foamed resin molded article or the like that includes a water storage recess defined by a peripheral wall functioning as a weir and a plurality of support columns provided upright in the water storage recess. Yes. In this case, all the columns are equal in height and are equal to or higher than the peripheral wall.
  • rooftop greening like the water storage and drainage base material described in Patent Document 1, a large number of sheets are laid on an artificial ground, and a water permeable sheet such as a nonwoven fabric is disposed thereon, and then, on that, A customer soil layer is formed.
  • Patent Document 3 in the water storage drainage base material of the form described in Patent Document 2, a column that is erected in the recess for storing water is a column that is almost the same height as the peripheral wall that functions as a weir, and a height higher than that. What is composed of high struts is described.
  • the water permeable sheet disposed on the water storage / drainage base material is supported by the tops of the pillars having different heights on the back side, thereby forming a convex curved surface downward.
  • the entire back surface of the water permeable sheet is in close contact with the concave inclined surface of the water storage drainage base material. It tends to be in an attitude, and it becomes difficult to form an air layer between the soil layer (or vegetation mat or the like) and the storage and drainage base material. For this reason, the supply of oxygen to the roots becomes insufficient, which may cause inconvenience in plant growth.
  • the water permeable sheet is supported by the tops of a plurality of high columns that are erected in the water storage recess. This is advantageous in that air permeability between the soil layer (or vegetation mat, etc.) and the surface of the water stored in the water storage / drainage base material is secured. Thereby, the supply of oxygen to the root is ensured.
  • the water-permeable sheet is supported from the back surface at the tops of the columns having different heights, so that it is possible to form a convex curved surface on the back surface. .
  • the water is surely dropped from the water permeable sheet to the water storage recess. Therefore, a sufficient amount of water can be secured in the water storage recess of the water storage / drainage base material.
  • the present inventors spread this kind of storage and drainage base material on artificial ground, place a permeable sheet on it, and place a vegetation mat and customer soil on it, thereby greening on artificial ground
  • the water permeable sheet is supported by the top surfaces of a plurality of support columns standing in the water storage recesses of the water storage and drainage base material as in the water storage and drainage base material described in Patent Document 2 or 3.
  • This invention makes it a subject to provide the suitable storage water drainage base material in order to solve the said problem. Specifically, on the one hand, it is possible to secure a space for supplying oxygen to the roots of the plant, and on the other hand, it is possible to reliably avoid water shortages that may occur in the soil layer (or vegetation mat, etc.). It is a first object to provide a more improved storage and drainage base material that can be used. Moreover, it is a 2nd subject to provide the greening structure which enabled the greening on the artificial ground using the water storage drainage base material.
  • the water storage drainage base material is a water storage drainage base disposed on an artificial ground having at least a water storage recess defined by a peripheral wall functioning as a weir and a plurality of support columns standing in the water storage recess.
  • the plurality of struts include a plurality of first struts having a top surface height equal to or higher than a top surface height of the peripheral wall, and a top surface height of the top wall of the peripheral wall. It is characterized by being composed of one or a plurality of second support columns that are lower than the surface height.
  • one or more of the water storage and drainage base materials according to the present invention are arranged on the artificial ground, and each strut is placed on the water storage and drainage base material arranged.
  • a water permeable sheet is attached in a state of being supported from below by the top surface of the, and at least a configuration in which soil for vegetation is disposed on the water permeable sheet is provided.
  • a water-permeable sheet such as a nonwoven fabric is disposed on the water storage and drainage base material, and the vegetation soil which is a heavy material thereon
  • a region where the back side is supported by the top surface of the first column and a region where the back side is supported by the top surface of the second column are formed.
  • a space, that is, an air layer can be secured between the back surface of the water-permeable sheet and the water surface of the water stored in the water storage recess.
  • the water stored in the concave portion for water storage is directly supplied to the vegetation soil (custom soil or vegetation mat) on the water-permeable sheet in the region by a capillary phenomenon.
  • the moisture also moves to other parts of the vegetation soil due to surface tension.
  • the vegetation soil can be sufficiently hydrated, and the required water storage amount is secured without being affected by the physical properties of the vegetation soil.
  • the top surface height of the first support column is higher than the top surface of the peripheral wall, between the back surface of the water permeable sheet and the water surface of the water stored in the water storage recess. It is possible to secure a wider space, that is, an air layer, in a wider and more reliable manner.
  • the top surface of the peripheral wall that functions as a weir may be a flat surface, or a notch for overflow may be formed in part.
  • the entire top surface becomes the overflow surface
  • the water surface of the recessed portion for water storage is regulated to the height of the top surface.
  • the bottom surface of the overflow notch becomes the overflow surface
  • the water surface of the water storage recess is regulated by the height of the bottom of the overflow notch.
  • the entire top surface of the peripheral wall may become the overflow surface even in the latter case.
  • the top surface height of the first column is the same as the top surface height of the peripheral wall.
  • a required space that is, an air layer is secured in the vicinity of the region where the back side is supported by the top surface of the first support column in the water permeable sheet.
  • the top surface height of the second support column is a position lower than the bottom surface of the overflow notch formed on a part of the top surface of the peripheral wall. Is preferred.
  • the water storage / drainage base material according to the present invention may be formed from one water storage recess surrounded by a peripheral wall, or may be formed integrally with a plurality of water storage recesses surrounded by the peripheral wall.
  • the first struts are erected along the peripheral wall, and the second struts are erected by the first struts. It is standing in the recessed part for water storage inside a place, It is characterized by the above-mentioned.
  • the top surface of the first support column is a slope inclined toward the second support column.
  • the back surface side of the disposed water permeable sheet can be formed into a smooth inclined surface from the peripheral wall portion to the inside (second support column side). Therefore, the water absorption to the vegetation soil side of the water stored in the recessed part for water storage and the movement of the water
  • the water storage / drainage base material further includes one or a plurality of third support columns whose top surface height is between the top surface height of the first support column and the top surface height of the second support column. It is characterized by that. Also in this embodiment, more preferably, the top surface of the third support column is an inclined surface inclined toward the second support column.
  • the height of the back surface of the water permeable sheet and the water surface of the recessed portion for water storage can be adjusted in stages, so that an appropriate desired gradient is provided on the back surface of the water permeable sheet.
  • both the water collection effect to the water storage recess and the uniform water suction effect can be provided more effectively.
  • One embodiment of the water storage and drainage base material is characterized in that a drainage groove for draining water that attempts to get over the peripheral wall is formed on a part or all of the top surface of the peripheral wall.
  • the drainage groove is formed with one or a plurality of drainage holes penetrating the back surface of the water storage drainage base material.
  • the water that overflows the storage and drainage base material can be smoothly guided to the back side of the storage and drainage base material. Therefore, in the greening structure constructed using the storage and drainage base material of these forms, when there is a lot of surplus water, such as when it rains, the surplus water is promptly put on the back side of the storage and drainage base material. Can be discharged. Thereby, the vegetation soil can be effectively prevented from running away.
  • a water-permeable sheet having root-proof performance is used as the water-permeable sheet.
  • seat is laid on the artificial ground, and the said water storage drainage base material is installed on it.
  • the roots of the vegetated plants reach the reservoir and drainage base material beyond the water-permeable sheet, and the roots of the vegetated plants reach the artificial ground. Can be blocked.
  • the water storage and drainage base material is not limited, but may be an integrally molded product of a resin foam from the viewpoint of lightness and heat insulation, particularly a molded product of expanded polystyrene from the viewpoint of moldability and strength. desirable.
  • the artificial ground to be installed is a place where the weight is not limited, it may be made of non-foamed synthetic resin, metal, concrete, mortar, or the like.
  • the material of the water-permeable sheet is preferably a woven fabric, a nonwoven fabric, a network made of resin fibers, a resin sheet in which a plurality of holes are arranged, or a wire mesh, but the nonwoven fabric is particularly preferable.
  • a non-woven fabric having a root-preventing performance or that prevents passage of plant roots by some means is more preferable.
  • the present invention it is possible to secure a space for supplying oxygen to the roots of a plant, and at the same time, it is possible to reliably avoid a water shortage that may occur in a vegetation soil layer. Drainage base material is obtained.
  • the greening structure according to the present invention is excellent in plant growth because both oxygen supply to the root and appropriate water supply to the root in the vegetation soil proceed well.
  • FIG. 1 and 2 show an embodiment of a storage and drainage base material according to the present invention.
  • the entire storage and drainage base material A shown in FIG. 1 and FIG. 2 is an integrally molded product of foamed resin (for example, foamed polystyrene), and is approximately 10 to 200 cm on a side and approximately 1 to 10 cm in thickness when viewed from above. It is a flat plate that forms a square.
  • the water storage and drainage base material A has, as a basic structure, a peripheral wall 10 functioning as a weir, a water storage recess 20 partitioned by the peripheral wall 10, and a plurality of columns 30 erected in the water storage recess 20. Is provided.
  • the peripheral wall 10 includes an outer peripheral wall 11 that defines the outer edge of the storage and drainage base material A, and inner peripheral walls 12 that are orthogonal to each other and that divides the region surrounded by the outer peripheral wall 11 into a plurality of (in the illustrated example, nine) sections. Consists of. Thereby, this water storage drainage base material A is provided with nine concave portions 20 for water storage that are partitioned into substantially the same square by the outer peripheral wall 11 and the inner peripheral wall 12.
  • the top surfaces of the peripheral wall 10 (the outer peripheral wall 11 and the inner peripheral wall 12) are flat surfaces, and all have the same height.
  • the number of the recessed portions 20 for storing water is arbitrary for constituting one stored water / drainage base material A, and one stored / drained water is formed by one recessed portion 20 for storing water surrounded only by the outer peripheral wall 11 defining the outer edge.
  • a base material may be formed.
  • Each of the water storage recesses 20 may have a shape other than a square, and one water storage / drainage base material may be formed by a plurality of water storage recesses 20 having different shapes.
  • each of the water storage recesses 20 a plurality of support columns 30 are erected from the bottom surface.
  • the support column 30 includes a first support column 31 erected along the peripheral wall 10 (the outer peripheral wall 11 and / or the inner peripheral wall 12), a second support column 32 erected in the center of the water storage recess 20, and It is comprised by the 3rd support
  • each of the water storage recesses 20 includes sixteen first support columns 31, eight third support columns 33, and one second support column 32 from the bottom surface. Stands vertically.
  • the top surface height of the first column 31 is higher than the top surface height of the peripheral wall 10, and the second column
  • the top surface height of 32 is lower than the top surface height of the peripheral wall 10.
  • the top surface height of the third support column 33 is set to a height between the top surface height of the first support column 31 and the top surface height of the second support column 32. In the illustrated example, the top surface height of the third support column 33 is equal to the top surface height of the peripheral wall 10, but is not limited thereto.
  • the support column 30 basically includes a plurality of first support columns 31 whose top surface height is equal to or higher than the top surface height of the peripheral wall 10 and the top surface height of the peripheral wall. If one or a plurality of second support columns 32 having a height lower than 10 is provided, the intended purpose can be achieved, and all the third support columns 33 are omitted. You can also.
  • the top surface height of the second support column 32 is arbitrary on condition that it is lower than the top surface height of the peripheral wall 10 as described above. As described later, the top surface height is used for storing water in the vegetation soil installed thereon. What is necessary is just to set suitably according to how much the water stored in the recessed part 20 is sucked up.
  • the lateral width of the inner peripheral wall 12 is wider than the lateral width of the outer peripheral wall 11.
  • channel 13 for drainage is formed in the center of the width direction of the top
  • the drainage groove 13 also penetrates the outer peripheral wall 11 intersecting with each inner peripheral wall 12.
  • Overhang portions 14 and 14 are provided on the outer sides of two intersecting sides of the outer peripheral wall 11, and the upper surface of each overhang portion 14 has a first step portion 15 having the same width and depth as the drainage groove 13, and A second step portion 16 is formed outside the first step portion 15 that is lower than the first step portion 15.
  • a region 17 that is cut out by the same thickness as the thickness of the second step portion 16 is formed over the entire length.
  • the required number of legs 18 having the same height are formed on the back surface of the water storage / drainage base material A so as to avoid the position facing the peripheral wall 10 (the outer peripheral wall 11 and the inner peripheral wall 12).
  • an appropriate number of holes penetrating the back surface are formed as drainage holes 19 in the first step portion 15 formed on the top surfaces of the drainage grooves 13 and the overhanging portions 14.
  • FIG. 3 is a diagram for explaining a state when a flexible water-permeable sheet B such as a nonwoven fabric is arranged on the above-described water storage / drainage base material A, and a state at a cross-sectional position shown in FIG. Is shown.
  • the water-permeable sheet B When a load is applied to the entire upper surface of the water-permeable sheet B, the water-permeable sheet B is in a state where the back surface side is supported by the top surface of the support column 30 described above.
  • the water-permeable sheet B has three types of columns having different heights, that is, the first column 31 having the highest height, the third column 33 having the intermediate height, and the second column having the lowest height. The back side is supported by the column 32.
  • the water-permeable sheet B is supported in the highest position in the area
  • the greening structure C on the artificial ground formed by using an appropriate number of the above-mentioned water storage and drainage base materials A will be described with reference to FIG.
  • the greening structure C is formed on a roof case D having a slight inclination angle, which is an example of an artificial ground.
  • a root-resistant sheet (mainly a polyethylene sheet, a vinyl chloride sheet, a foamed polyethylene sheet, etc.) E is preferably spread on the roof frame D in order to protect the roof waterproof layer from the roots of plants.
  • the lap portion of the root-resistant sheet is secured with a sufficient wrap distance or tape or the like.
  • the root-resistant sheet is fixed to the roof frame D using an adhesive or an anchor.
  • each water storage and drainage base material A has the protruding portion 14 having the above-described configuration, and the second stepped portion 16 is provided below the notched region 17 of the adjacent water storage and drainage base material A.
  • a water permeable sheet B which is, for example, a non-woven fabric, on the stored water storage drainage base material A group.
  • a water permeable sheet having root prevention performance is used.
  • a vegetation soil (custom soil layer or vegetation mat) G is disposed on the water-permeable sheet B, and the plant H is vegetated by the vegetation soil G.
  • a water-permeable sheet polyyester long fiber nonwoven fabric or the like (not shown) for preventing soil outflow is laid on the vegetation soil G and fixed for each water storage and drainage base material A.
  • the roof frame D which is an artificial ground, is slightly inclined, and when the amount of water stored in the recess 20 for water storage increases, it will flow over the peripheral wall 10 (the outer peripheral wall 11 and the inner peripheral wall 12) functioning as a weir. , It flows out to the inclined downstream side. It also overflows in the horizontal direction.
  • the overflowed water enters each drainage groove 13 formed on the top surface of the peripheral wall 10 (the outer peripheral wall 11 and the inner peripheral wall 12), passes through the drainage hole 19 from there, and promptly enters the back surface side of the storage drainage base material A. Discharged. The discharged water passes through the space between the legs 18 formed on the back surface of each storage and drainage base material A and is drained out of the roof frame D.
  • the water permeable sheet B is a four-round region along the peripheral wall 10 (the outer peripheral wall 11 and the inner peripheral wall 12) in each of the water storage recesses 20. Is supported at the highest position, and at the central position is supported at the lowest position. The highest position is higher than the top surface of the peripheral wall 10 (outer peripheral wall 11 and inner peripheral wall 12) functioning as a weir, and the lowest position is lower than the top surface of the peripheral wall 10. Therefore, even when the water storage W of each water storage recess 20 becomes full or overflows beyond the top surface of the peripheral wall 10, an air layer is formed between the water surface and the back surface of the water permeable sheet B. A space is formed.
  • the greening structure C allows both the supply of oxygen to the roots and the appropriate water supply to the roots in the vegetation soil G to proceed satisfactorily. Can be maintained.
  • the entire back surface forms a concave curved surface so that the lowest part of the water-permeable sheet B is located at the center of the water storage recess 20, thereby ensuring excess water from the vegetation soil G. It is possible to drop into the water storage recess 20.
  • the concave curved surface of the entire back surface of the water-permeable sheet B can be made smooth, and the curved shape also adjusts the height of the third support 33. By doing so, it can be adjusted to an optimum shape.
  • FIG. 5 shows another embodiment of the water storage and drainage base material according to the present invention.
  • This water storage drainage base material A1 is shown in FIG. 1 only in that the top surfaces of the first support column 31 and the third support column 33 are inclined surfaces 31a and 33a directed toward the second support column 32. It is different from the stored water drainage base material A.
  • Other configurations are the same as the storage and drainage base material A, and the description is omitted by attaching the same reference numerals.
  • the back surface side of the arranged water-permeable sheet B can be made to be a smoother inclined surface from the peripheral wall portion 10 toward the inside (the second support column 32 side).
  • the water-permeable sheet B It is possible to prevent the water from flowing down to the downstream side as it is along the back surface, and the water collection into the water storage recess 20 is further improved.
  • FIG. 6 shows a part of another embodiment of the storage and drainage base material according to the present invention.
  • This water storage and drainage base material A2 is different from the above-mentioned water storage and drainage base materials A and A1 in that an overflow notch 40 is formed in a part of the peripheral wall 10 (the outer peripheral wall 11 and the inner peripheral wall 12).
  • pillar 32 is made into the position lower than the bottom face of the notch 40 for overflow.
  • the top surface height of the first support column 31 and the third support column 33 is arbitrary on the condition that it is equal to or higher than the top surface height of the peripheral wall 10. In the illustrated example, the top surface height of the first support column 31 and the third support column 33 is the same as the top surface height of the peripheral wall 10.
  • the water stored in the water storage recess 20 overflows from the bottom portion of the overflow notch 40. That is, the height of the stored water in the overflow notch 40 depends on the height of the bottom surface of the overflow notch 40.
  • the top surface height of the second support column 32 is lower than the bottom surface of the overflow notch 40. Therefore, in the greening structure using the water storage and drainage base material A2 In addition, both oxygen supply to the roots and appropriate water supply to the roots in the vegetation soil G can be satisfied at the same time.

Abstract

An article in which first support columns (31), the upper surface thereof having a height equal to or greater than the height of the upper surface of a peripheral wall and second support columns (32) the upper surface thereof having a height lower than the height of the upper surface of the peripheral wall are used in water storage recessed parts (20) divided by peripheral walls (10 (11, 12)) functioning as water barriers is used for a water storage and water discharge base material (A). Soil (G) which is for vegetation and disposed on a hydrophilic sheet (B) enters stored water (W) in the water storage recessed parts (20) in the proximity of the second support columns (32), and by the capillary phenomenon, the water (W) is sucked up into the soil (G) for vegetation. Near the peripheral wall (10), an air layer is formed between the stored water (W) and the hydrophilic sheet (B); therefore, respiration action of hairy roots is not inhibited. Thus, in a greening structure (C) on an artificial base (D) that uses the water storage and discharge base material (A), the stored water (W) in the water storage recessed parts (20) of the water storage and discharge base material (A) is reliably sucked up into the soil (G) for vegetation.

Description

貯水排水基盤材とそれを用いた緑化構造体Water storage drainage base material and greening structure using it
 本発明は、屋上緑化などにおいて好適に用いられる貯水排水基盤材と、それを用いた緑化構造体に関する。 The present invention relates to a storage / drainage base material suitably used in rooftop greening and the like, and a greening structure using the same.
 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、マンションの屋上面、あるいは地下駐車場や地中貯水池などの地上天井面などである、主にコンクリート造である人工地盤上に植物を植えて緑化することが推奨されている。しかし、コンクリート造である人工地盤は貯水性と排水性を確保するのが困難であり、そのために、人工地盤の上に発泡樹脂などで成形した貯水排水基盤材を配置し、その上に客土や植生マットなどを透水性シートを介して敷き詰めることで、緑化構造体とすることが行われる。 In recent years, as part of urban greening or as a countermeasure for heat island, planting plants on artificial ground made mainly of concrete, such as the roof of apartment buildings or the ceilings of underground parking lots and underground reservoirs, etc. It is recommended to do. However, it is difficult to secure water storage and drainage in the artificial ground made of concrete. For this reason, a water storage and drainage base material molded from foamed resin is placed on the artificial ground, and the customer soil is placed on it. A vegetation mat or the like is spread through a water-permeable sheet to form a greening structure.
 特許文献1には、そのような人工地盤の緑化で用いる貯水排水基盤材の一例が記載される。この貯水排水基盤材は発泡樹脂で作られており、堰として機能する周壁で区画された領域内が凹面状の傾斜面とされた領域とされており、該領域が周壁の天面よりも低くなるようにされている。そして、該傾斜面に多数の凹穴が形成され、そこに植生に必要な水が溜まるようになっている。人工地盤の緑化に際しては、人工地盤の上に前記貯水排水基盤材が敷き詰められ、その上に不織布のような透水性シートを掛けるなどしてから、客土を盛土するようにされる。 Patent Document 1 describes an example of a water storage and drainage base material used in greening of such artificial ground. This water storage drainage base material is made of foamed resin, and the area partitioned by the peripheral wall functioning as a weir is an area having a concave inclined surface, which is lower than the top surface of the peripheral wall. It is supposed to be. And many concave holes are formed in this inclined surface, and the water required for vegetation accumulates there. When greening the artificial ground, the water storage and drainage base material is spread on the artificial ground, and a water-permeable sheet such as a nonwoven fabric is hung on the artificial ground, and then the land is filled with the soil.
 特許文献2には、堰として機能する周壁で区画された貯水用凹部と、貯水用凹部に立設された複数本の支柱とを備える発泡樹脂成形品などからなる貯水排水基盤材が記載されている。そこにおいて、支柱はすべて等しい高さであり、前記周壁と同じかそれよりも高くされている。屋上緑化に際しては、前記特許文献1に記載の貯水排水基盤材と同様に、人工地盤の上にその多数枚が敷き詰められ、その上に不織布のような透水性シートを配置した後、その上に客土層が形成される。 Patent Document 2 describes a water storage and drainage base material composed of a foamed resin molded article or the like that includes a water storage recess defined by a peripheral wall functioning as a weir and a plurality of support columns provided upright in the water storage recess. Yes. In this case, all the columns are equal in height and are equal to or higher than the peripheral wall. In the case of rooftop greening, like the water storage and drainage base material described in Patent Document 1, a large number of sheets are laid on an artificial ground, and a water permeable sheet such as a nonwoven fabric is disposed thereon, and then, on that, A customer soil layer is formed.
 特許文献3には、特許文献2に記載される形態の貯水排水基盤材において、貯水用凹部に立設する支柱を、堰として機能する周壁とほぼ同じ高さの支柱と、それよりも高さの高い支柱とで構成したものが記載されている。この貯水排水基盤材の上に配置した透水性シートは、裏面側が高さの違う支柱の頂部で支えられることで、下に凸の湾曲面を形成するようになる。 In Patent Document 3, in the water storage drainage base material of the form described in Patent Document 2, a column that is erected in the recess for storing water is a column that is almost the same height as the peripheral wall that functions as a weir, and a height higher than that. What is composed of high struts is described. The water permeable sheet disposed on the water storage / drainage base material is supported by the tops of the pillars having different heights on the back side, thereby forming a convex curved surface downward.
特開平6-225627号公報JP-A-6-225627 特開2001-169665号公報JP 2001-169665 A 特開2008-212124号公報JP 2008-212124 A
 特許文献1に記載される形状の貯水排水基盤材は、その上に不織布などの透水性シートを配置したときに、透水性シートの裏面全面が貯水排水基盤材の凹面状の傾斜面に密着した姿勢となりがちであり、客土層(あるいは植生マットなど)と貯水排水基盤材との間に空気層を形成することが困難となる。そのために、根への酸素の供給が不十分となって植物の生育に不都合を生ることが起こり得る。 When the water storage drainage base material having the shape described in Patent Document 1 is provided with a water permeable sheet such as a nonwoven fabric thereon, the entire back surface of the water permeable sheet is in close contact with the concave inclined surface of the water storage drainage base material. It tends to be in an attitude, and it becomes difficult to form an air layer between the soil layer (or vegetation mat or the like) and the storage and drainage base material. For this reason, the supply of oxygen to the roots becomes insufficient, which may cause inconvenience in plant growth.
 特許文献2に記載される形状の貯水排水基盤材では、透水性シートは貯水用凹部に立設した複数本の高さの高い支柱の頂部によって支持されるので、透水性シートの裏面側に空間が形成されやすくなり、客土層(あるいは植生マットなど)と貯水排水基盤材に貯水された水の面との間での通気性が確保される利点がある。それにより、根への酸素の供給は確保される。 In the water storage and drainage base material having the shape described in Patent Document 2, the water permeable sheet is supported by the tops of a plurality of high columns that are erected in the water storage recess. This is advantageous in that air permeability between the soil layer (or vegetation mat, etc.) and the surface of the water stored in the water storage / drainage base material is secured. Thereby, the supply of oxygen to the root is ensured.
 特許文献3に記載される形状の貯水排水基盤材では、透水性シートは、高さの違う支柱の頂部で裏面から支えられるので、裏面に下に凸の湾曲面を形成することが可能となる。それにより、透水性シートの裏面に沿って水が下流側にそのまま流下してしまうのを防ぐことができ、結果として透水性シートから貯水用凹部への水の落下が確実になる。そのために貯水排水基盤材の貯水用凹部内に十分な貯水量を確保することができるようになる。 In the water storage and drainage base material having the shape described in Patent Document 3, the water-permeable sheet is supported from the back surface at the tops of the columns having different heights, so that it is possible to form a convex curved surface on the back surface. . Thereby, it is possible to prevent water from flowing down to the downstream side as it is along the rear surface of the water permeable sheet, and as a result, the water is surely dropped from the water permeable sheet to the water storage recess. Therefore, a sufficient amount of water can be secured in the water storage recess of the water storage / drainage base material.
 本発明者らは、この種の貯水排水基盤材を人工地盤の上に敷き詰め、その上に透水性シートを置き、その上に植生マットや客土を配置することで、人工地盤上での緑化構造体を作り、植物の育成を行ってきている。その過程において、特許文献2あるいは3に記載の貯水排水基盤材のように、貯水排水基盤材の貯水用凹部内に立設した複数の支柱の天面によって透水性シートを支持することで、透水性シートの裏面側に根に対する酸素供給用の空間が確保されるようにした貯水排水基盤材を用いた場合、透水性シートの上に載置する植生マットや客土の種類によっては、水の貯水力が十分でなく、雨水や散水した水が貯水排水基盤材の貯水用凹部に短時間で落下してしまい、植生マットあるいは客土中での植物の根に対する給水が不十分となる場合が生じることを経験した。 The present inventors spread this kind of storage and drainage base material on artificial ground, place a permeable sheet on it, and place a vegetation mat and customer soil on it, thereby greening on artificial ground We have been making structures and growing plants. In the process, the water permeable sheet is supported by the top surfaces of a plurality of support columns standing in the water storage recesses of the water storage and drainage base material as in the water storage and drainage base material described in Patent Document 2 or 3. When a water storage and drainage base material that secures a space for oxygen supply to the root is secured on the back side of the water-permeable sheet, depending on the type of vegetation mat and soil that is placed on the water-permeable sheet, The water storage capacity is not sufficient, and rainwater or sprinkled water may fall into the water storage recesses of the storage drainage base material in a short time, resulting in insufficient water supply to the plant roots in the vegetation mat or in the soil. Experienced to occur.
 特許文献1に記載の貯水排水基盤材のように、透水性シートの裏面全面を貯水排水基盤材に密着した姿勢とすることで、客土層(あるいは植生マットなど)の水分不足は回避できる。しかし、前記のように、客土層(あるいは植生マットなど)と貯水排水基盤材との間に根に対する酸素供給用の空間を形成することが困難であり、植物の生育に不都合を生じることが起こり得る。そのために、この形態の貯水排水基盤材を用いることでは、前記の問題に対する満足した解決策は得られない。 As in the case of the water storage / drainage base material described in Patent Document 1, it is possible to avoid a shortage of moisture in the soil layer (or vegetation mat, etc.) by placing the entire back surface of the water-permeable sheet in close contact with the water storage / drainage base material. However, as described above, it is difficult to form a space for supplying oxygen to the roots between the soil layer (or vegetation mat or the like) and the storage and drainage base material, which may cause inconvenience in plant growth. Can happen. For this reason, a satisfactory solution to the above problem cannot be obtained by using the storage and drainage base material of this form.
 本発明は、前記の問題を解決するのに好適な貯水排水基盤材を提供することを課題とする。具体的には、一方においては、植物の根に対する酸素供給のための空間を確保することができ、他方においては、客土層(あるいは植生マットなど)に生じる恐れのある水分不足を確実に回避することのできる、より改良された貯水排水基盤材を提供することを第1の課題とする。また、その貯水排水基盤材を用いて人工地盤上での緑化を可能とした緑化構造体を提供することを第2の課題とする。 This invention makes it a subject to provide the suitable storage water drainage base material in order to solve the said problem. Specifically, on the one hand, it is possible to secure a space for supplying oxygen to the roots of the plant, and on the other hand, it is possible to reliably avoid water shortages that may occur in the soil layer (or vegetation mat, etc.). It is a first object to provide a more improved storage and drainage base material that can be used. Moreover, it is a 2nd subject to provide the greening structure which enabled the greening on the artificial ground using the water storage drainage base material.
 本発明による貯水排水基盤材は、堰として機能する周壁で区画された貯水用凹部と、該貯水用凹部内に立設された複数本の支柱とを少なくとも備える人工地盤上に配置する貯水排水基盤材であって、前記複数本の支柱は、天面高さが前記周壁の天面高さと同じかそれよりも高くされた複数本の第1の支柱と、天面高さが前記周壁の天面高さよりも低くされた1本または複数本の第2の支柱とで構成されていることを特徴とする。 The water storage drainage base material according to the present invention is a water storage drainage base disposed on an artificial ground having at least a water storage recess defined by a peripheral wall functioning as a weir and a plurality of support columns standing in the water storage recess. The plurality of struts include a plurality of first struts having a top surface height equal to or higher than a top surface height of the peripheral wall, and a top surface height of the top wall of the peripheral wall. It is characterized by being composed of one or a plurality of second support columns that are lower than the surface height.
 また、本発明による人工地盤上での緑化構造体は、本発明による貯水排水基盤材の1個または複数個が人工地盤上に配置されており、配置された貯水排水基盤材の上に各支柱の天面で下方から支持された状態で透水性シートが取り付けられており、前記透水性シートの上には植生用土壌が配置されている構成を少なくとも備えることを特徴とする。 Further, in the greening structure on the artificial ground according to the present invention, one or more of the water storage and drainage base materials according to the present invention are arranged on the artificial ground, and each strut is placed on the water storage and drainage base material arranged. A water permeable sheet is attached in a state of being supported from below by the top surface of the, and at least a configuration in which soil for vegetation is disposed on the water permeable sheet is provided.
 本発明による貯水排水基盤材およびそれを用いた人工地盤上での緑化構造体では、貯水排水基盤材の上に不織布のような透水性シートを配置し、その上に重量物である植生用土壌を置いたときに、透水性シートには、前記第1の支柱の天面で裏面側が支持される領域と、前記第2の支柱の天面で裏面側が支持された領域とが形成される。前者の領域近傍では、透水性シートの裏面と貯水用凹部に貯水される水の水面との間に空間すなわち空気層を確保することができる。一方、後者の領域近傍は、第2の支柱の高さが堰として機能する周壁の天面高さよりも低くされているので、貯水用凹部に貯水された水の中に部分的に入り込んだ状態となる。そのために、当該領域での透水性シート上の植生用土壌(客土あるいは植生マットなど)には、貯水用凹部に貯留されている水が毛細管現象によって直接供給される。また、その水分は、表面張力により、植生用土壌のその他の部分にも移動していく。結果として、植生用土壌には十分な水分補給が可能となり、植生用土壌の物性に左右されることなく、所要の貯水量が確保される。 In the water storage and drainage base material according to the present invention and the greening structure on the artificial ground using the same, a water-permeable sheet such as a nonwoven fabric is disposed on the water storage and drainage base material, and the vegetation soil which is a heavy material thereon In the water-permeable sheet, a region where the back side is supported by the top surface of the first column and a region where the back side is supported by the top surface of the second column are formed. In the vicinity of the former region, a space, that is, an air layer can be secured between the back surface of the water-permeable sheet and the water surface of the water stored in the water storage recess. On the other hand, in the vicinity of the latter region, since the height of the second support column is lower than the top surface height of the peripheral wall functioning as a weir, it is partially in the water stored in the water storage recess It becomes. Therefore, the water stored in the concave portion for water storage is directly supplied to the vegetation soil (custom soil or vegetation mat) on the water-permeable sheet in the region by a capillary phenomenon. The moisture also moves to other parts of the vegetation soil due to surface tension. As a result, the vegetation soil can be sufficiently hydrated, and the required water storage amount is secured without being affected by the physical properties of the vegetation soil.
 本発明において、前記第1の支柱の天面高さが前記周壁の天面よりも高くされている場合には、透水性シートの裏面と貯水用凹部に貯水されている水の水面との間に形成される空間すなわち空気層を、より広くかつより確実に確保することができる。 In the present invention, when the top surface height of the first support column is higher than the top surface of the peripheral wall, between the back surface of the water permeable sheet and the water surface of the water stored in the water storage recess. It is possible to secure a wider space, that is, an air layer, in a wider and more reliable manner.
 堰として機能する周壁の天面は平坦面であってもよく、一部に越流用切り欠き部が形成されていてもよい。前者の場合は天面全体が越流面となり、貯水用凹部の水面は該天面高さに規制される。後者の場合は越流用切り欠き部の底面が越流面となり、貯水用凹部の水面は該越流用切り欠き部の底面高さに規制される。貯水排水基盤材内に流入する水量によっては、後者の場合でも周壁の天面全体が越流面となる場合もある。 The top surface of the peripheral wall that functions as a weir may be a flat surface, or a notch for overflow may be formed in part. In the former case, the entire top surface becomes the overflow surface, and the water surface of the recessed portion for water storage is regulated to the height of the top surface. In the latter case, the bottom surface of the overflow notch becomes the overflow surface, and the water surface of the water storage recess is regulated by the height of the bottom of the overflow notch. Depending on the amount of water flowing into the reservoir and drainage base material, the entire top surface of the peripheral wall may become the overflow surface even in the latter case.
 周壁の天面の一部に越流用切り欠き部が形成されている形態の貯水排水基盤材を用いる場合には、第1の支柱の天面高さが周壁の天面高さと同じ場合であっても、透水性シートにおける第1の支柱の天面で裏面側が支持される領域近傍には、所要の空間すなわち空気層が確保される。また、この形態の貯水排水基盤材では、前記第2の支柱の天面高さは、前記した周壁の天面の一部に形成された越流用切り欠き部の底面よりも低い位置であることが好ましい。 When using a reservoir / drainage base material in which a notch for overflow is formed on a part of the top surface of the peripheral wall, the top surface height of the first column is the same as the top surface height of the peripheral wall. However, a required space, that is, an air layer is secured in the vicinity of the region where the back side is supported by the top surface of the first support column in the water permeable sheet. Moreover, in the water storage drainage base material of this form, the top surface height of the second support column is a position lower than the bottom surface of the overflow notch formed on a part of the top surface of the peripheral wall. Is preferred.
 なお、本発明による貯水排水基盤材は、周壁に囲まれた1つの貯水用凹部から形成されるものでもよく、周壁に囲まれた複数の貯水用凹部が一体に形成されたものでもよい。 The water storage / drainage base material according to the present invention may be formed from one water storage recess surrounded by a peripheral wall, or may be formed integrally with a plurality of water storage recesses surrounded by the peripheral wall.
 貯水排水基盤材の一形態では、一部または全部の前記第1の支柱は前記周壁に沿うようにして立設しており、前記第2の支柱は前記第1の支柱が立設している場所よりも内側における貯水用凹部内に立設していることを特徴とする。より好ましい形態では、前記第1の支柱の天面は前記第2の支柱に向けて傾斜する斜面とされていることを特徴とする。 In one form of the water storage and drainage base material, a part or all of the first struts are erected along the peripheral wall, and the second struts are erected by the first struts. It is standing in the recessed part for water storage inside a place, It is characterized by the above-mentioned. In a more preferred form, the top surface of the first support column is a slope inclined toward the second support column.
 これらの形態の貯水排水基盤材では、配置した透水性シートの裏面側を周壁部から内側(第2の支柱側)に向けて滑らかな傾斜面とすることができる。そのために、貯水用凹部内に貯留された水の植生用土壌側への吸水と植生用土壌内での水分の移動をより円滑化することができる。また、前記特許文献3に記載されるように、透水性シートの裏面に沿って水が下流側にそのまま流下してしまうのも防ぐことができ、集水性も向上する。 In the storage and drainage base material of these forms, the back surface side of the disposed water permeable sheet can be formed into a smooth inclined surface from the peripheral wall portion to the inside (second support column side). Therefore, the water absorption to the vegetation soil side of the water stored in the recessed part for water storage and the movement of the water | moisture content in the vegetation soil can be made smoother. Moreover, as described in the said patent document 3, it can also prevent that water flows down downstream as it is along the back surface of a water-permeable sheet, and water collection is also improved.
 貯水排水基盤材の一形態では、天面高さが前記第1の支柱の天面高さと第2の支柱の天面高さとの間である1本または複数本の第3の支柱をさらに備えることを特徴とする。この形態においても、より好ましくは、前記第3の支柱の天面は前記第2の支柱に向けて傾斜する斜面とされている。これらの形態の貯水排水基盤材では、透水性シートの裏面と貯水用凹部の水面との高さを段階的に調整することができるので、透水性シートの裏面に適切な所望の勾配を設けることが可能となり、貯水用凹部への集水効果と均等な水の吸い上げ効果の双方をより効果的に備えることができる。 In one form of the water storage / drainage base material, the water storage / drainage base material further includes one or a plurality of third support columns whose top surface height is between the top surface height of the first support column and the top surface height of the second support column. It is characterized by that. Also in this embodiment, more preferably, the top surface of the third support column is an inclined surface inclined toward the second support column. In the water storage drainage base material of these forms, the height of the back surface of the water permeable sheet and the water surface of the recessed portion for water storage can be adjusted in stages, so that an appropriate desired gradient is provided on the back surface of the water permeable sheet. Thus, both the water collection effect to the water storage recess and the uniform water suction effect can be provided more effectively.
 貯水排水基盤材の一形態では、前記周壁の一部または全部の天面には当該周壁を乗り越えようとする水を排水するための排水溝が形成されていることを特徴とする。この形態のさらに好ましい態様では、前記排水溝には貯水排水基盤材の裏面に貫通する1個または複数個の排水穴が形成される。これらの形態の貯水排水基盤材では、貯水排水基盤材を越流する水を円滑に貯水排水基盤材の裏面側に誘導することができる。そのために、これらの形態の貯水排水基盤材を用いて構築する緑化構造体においては、大雨が降ったときなど、余剰水が多い際に、その余剰水を貯水排水基盤材の裏面側にすみやかに排出することができる。それにより、植生用土壌が流亡するのを効果的に阻止することができる。 One embodiment of the water storage and drainage base material is characterized in that a drainage groove for draining water that attempts to get over the peripheral wall is formed on a part or all of the top surface of the peripheral wall. In a further preferred aspect of this embodiment, the drainage groove is formed with one or a plurality of drainage holes penetrating the back surface of the water storage drainage base material. In the storage and drainage base material of these forms, the water that overflows the storage and drainage base material can be smoothly guided to the back side of the storage and drainage base material. Therefore, in the greening structure constructed using the storage and drainage base material of these forms, when there is a lot of surplus water, such as when it rains, the surplus water is promptly put on the back side of the storage and drainage base material. Can be discharged. Thereby, the vegetation soil can be effectively prevented from running away.
 本発明による緑化構造体の一形態において、前記透水性シートとして防根性能を備えた透水性シートが用いられる。また、他の形態の緑化構造体では、人工地盤の上に耐根シートが敷設されて、その上に前記貯水排水基盤材が設置される。これらの形態の緑化構造体では、植生している植物の根が透水性シートを超えて貯水排水基盤材に達するのを、また植生している植物の根が人工地盤にまで達してしまうのを阻止することができる。 In one embodiment of the greening structure according to the present invention, a water-permeable sheet having root-proof performance is used as the water-permeable sheet. Moreover, in the greening structure of another form, a root-resistant sheet | seat is laid on the artificial ground, and the said water storage drainage base material is installed on it. In these forms of greening structures, the roots of the vegetated plants reach the reservoir and drainage base material beyond the water-permeable sheet, and the roots of the vegetated plants reach the artificial ground. Can be blocked.
 本発明において、貯水排水基盤材は、限定はされないが、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。しかし、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、金属、コンクリートやモルタルなどで製造してもよい。 In the present invention, the water storage and drainage base material is not limited, but may be an integrally molded product of a resin foam from the viewpoint of lightness and heat insulation, particularly a molded product of expanded polystyrene from the viewpoint of moldability and strength. desirable. However, when the artificial ground to be installed is a place where the weight is not limited, it may be made of non-foamed synthetic resin, metal, concrete, mortar, or the like.
 本発明において、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。前記したように、防根性能を備えた、または何らかの手段により植物の根が通過できないようにした不織布はより好ましい。 In the present invention, the material of the water-permeable sheet is preferably a woven fabric, a nonwoven fabric, a network made of resin fibers, a resin sheet in which a plurality of holes are arranged, or a wire mesh, but the nonwoven fabric is particularly preferable. As described above, a non-woven fabric having a root-preventing performance or that prevents passage of plant roots by some means is more preferable.
 本明細書は本願の優先権の基礎である日本国特許出願2011-127365号の明細書および/または図面に記載される内容を包含する。 This specification includes the contents described in the specification and / or drawings of Japanese Patent Application No. 2011-127365, which is the basis of the priority of the present application.
 本発明によれば、植物の根に対する酸素供給のための空間を確保することができ、同時に、植生用土壌層に生じる恐れのある水分不足を確実に回避することのできる、より改良された貯水排水基盤材が得られる。また、本発明による緑化構造体は、根に対する酸素の供給と植生用土壌中の根に対する適切な水分供給の双方が良好に進行することから、植物の育成も良好となる。 According to the present invention, it is possible to secure a space for supplying oxygen to the roots of a plant, and at the same time, it is possible to reliably avoid a water shortage that may occur in a vegetation soil layer. Drainage base material is obtained. In addition, the greening structure according to the present invention is excellent in plant growth because both oxygen supply to the root and appropriate water supply to the root in the vegetation soil proceed well.
本発明による貯水排水基盤材の一実施の形態を上面側から見た斜視図(a)と、図1(a)のb-b線による断面図(b)と、図1(a)のc-c線による断面図(c)。The perspective view (a) which looked at one embodiment of the water storage drainage base material by the present invention from the upper surface side, sectional view (b) by the bb line of Drawing 1 (a), and c of Drawing 1 (a) Sectional view (c) along line -c. 図1に示す貯水排水基盤材を裏面から見た斜視図。The perspective view which looked at the water storage drainage base material shown in FIG. 1 from the back surface. 図1に示す貯水排水基盤材の上に透水性シートを配置したときの状態を説明する断面図。Sectional drawing explaining a state when a water-permeable sheet is arrange | positioned on the water storage drainage base material shown in FIG. 図1に示す貯水排水基盤材を人工地盤の上に配置して緑化構造体とした状態を説明する断面図。Sectional drawing explaining the state which arrange | positions the water storage drainage base material shown in FIG. 1 on the artificial ground, and was set as the greening structure. 本発明による貯水排水基盤材の他の形態を説明するための図1(b)に相当する図。The figure corresponded in FIG.1 (b) for demonstrating the other form of the storage-drainage base material by this invention. 本発明による貯水排水基盤材のさらに他の形態を説明するための部分図。The partial view for demonstrating the further another form of the water storage drainage base material by this invention.
 以下、本発明を実施の形態に基づき説明する。図1および図2は本発明による貯水排水基盤材の一実施の形態を示している。 Hereinafter, the present invention will be described based on embodiments. 1 and 2 show an embodiment of a storage and drainage base material according to the present invention.
 図1および図2に示す貯水排水基盤材Aは、この例では、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、一辺が10~200cm、厚み1~10cm程度の上面視でほぼ正方形をなす平板材である。貯水排水基盤材Aは、基本的構造として、堰として機能する周壁10と、該周壁10で区画された貯水用凹部20と、該貯水用凹部20内に立設された複数本の支柱30とを備える。周壁10は、貯水排水基盤材Aの外縁を規定する外周壁11と、該外周壁11で囲まれる領域を複数個(図示のものでは9個)の区画に区分する互いに直交する内周壁12とで構成される。それにより、この貯水排水基盤材Aは、外周壁11と内周壁12とでほぼ同じ正方形に区画された9つの貯水用凹部20を備える。周壁10(外周壁11と内周壁12)の天面は平坦面であり、すべて同じ高さとされている。 In this example, the entire storage and drainage base material A shown in FIG. 1 and FIG. 2 is an integrally molded product of foamed resin (for example, foamed polystyrene), and is approximately 10 to 200 cm on a side and approximately 1 to 10 cm in thickness when viewed from above. It is a flat plate that forms a square. The water storage and drainage base material A has, as a basic structure, a peripheral wall 10 functioning as a weir, a water storage recess 20 partitioned by the peripheral wall 10, and a plurality of columns 30 erected in the water storage recess 20. Is provided. The peripheral wall 10 includes an outer peripheral wall 11 that defines the outer edge of the storage and drainage base material A, and inner peripheral walls 12 that are orthogonal to each other and that divides the region surrounded by the outer peripheral wall 11 into a plurality of (in the illustrated example, nine) sections. Consists of. Thereby, this water storage drainage base material A is provided with nine concave portions 20 for water storage that are partitioned into substantially the same square by the outer peripheral wall 11 and the inner peripheral wall 12. The top surfaces of the peripheral wall 10 (the outer peripheral wall 11 and the inner peripheral wall 12) are flat surfaces, and all have the same height.
 図示しないが、幾つの貯水用凹部20で1つの貯水排水基盤材Aを構成するかは任意であり、外縁を規定する外周壁11のみで囲まれた1つの貯水用凹部20で1つの貯水排水基盤材が形成されていてもよい。また、各貯水用凹部20は正方形以外の形状であってもよく、形状の異なる複数個の貯水用凹部20によって1つの貯水排水基盤材が形成されていてもよい。 Although not shown in the drawings, the number of the recessed portions 20 for storing water is arbitrary for constituting one stored water / drainage base material A, and one stored / drained water is formed by one recessed portion 20 for storing water surrounded only by the outer peripheral wall 11 defining the outer edge. A base material may be formed. Each of the water storage recesses 20 may have a shape other than a square, and one water storage / drainage base material may be formed by a plurality of water storage recesses 20 having different shapes.
 各貯水用凹部20内には、底面から複数本の支柱30が立設している。支柱30は、周壁10(外周壁11および/または内周壁12)に沿うようにして立設する第1の支柱31と、貯水用凹部20の中央部に立設する第2の支柱32と、第1の支柱31と第2の支柱32の間の領域に立設する第3の支柱33とで構成される。図示される貯水排水基盤材Aにおいて、各貯水用凹部20には、16本の第1の支柱31と、8本の第3の支柱33と、1本の第2支柱32とが、底面から垂直に立設している。 In each of the water storage recesses 20, a plurality of support columns 30 are erected from the bottom surface. The support column 30 includes a first support column 31 erected along the peripheral wall 10 (the outer peripheral wall 11 and / or the inner peripheral wall 12), a second support column 32 erected in the center of the water storage recess 20, and It is comprised by the 3rd support | pillar 33 standingly arranged in the area | region between the 1st support | pillar 31 and the 2nd support | pillar 32. In the illustrated water storage drainage base material A, each of the water storage recesses 20 includes sixteen first support columns 31, eight third support columns 33, and one second support column 32 from the bottom surface. Stands vertically.
 図1(a)のb-b線による断面図である図1(b)に示すように、第1の支柱31の天面高さは周壁10の天面高さよりも高く、第2の支柱32の天面高さは周壁10の天面高さよりも低い。また、第3の支柱33の天面高さは第1の支柱31の天面高さと第2の支柱32の天面高さの間の高さとされている。なお、図示の例で、第3の支柱33の天面高さは周壁10の天面高さと等しくされているが、これに限らない。なお、本発明において、支柱30は、基本的に、天面高さが周壁10の天面高さと同じかそれよりも高くされた複数本の第1の支柱31と、天面高さが周壁10の天面高さよりも低くされた1本または複数本の第2の支柱32とを備えていれば、所期の目的は達成可能であり、前記第3の支柱33は、すべて省略することもできる。第2の支柱32の天面高さは、前記したように周壁10の天面高さよりも低いことを条件に任意であり、後に記載するように、その上に設置する植生用土壌に貯水用凹部20内に貯留された水をどの程度の量だけ吸い上げさせるかに応じて、適宜設定すればよい。 As shown in FIG. 1B, which is a cross-sectional view taken along the line bb of FIG. 1A, the top surface height of the first column 31 is higher than the top surface height of the peripheral wall 10, and the second column The top surface height of 32 is lower than the top surface height of the peripheral wall 10. Further, the top surface height of the third support column 33 is set to a height between the top surface height of the first support column 31 and the top surface height of the second support column 32. In the illustrated example, the top surface height of the third support column 33 is equal to the top surface height of the peripheral wall 10, but is not limited thereto. In the present invention, the support column 30 basically includes a plurality of first support columns 31 whose top surface height is equal to or higher than the top surface height of the peripheral wall 10 and the top surface height of the peripheral wall. If one or a plurality of second support columns 32 having a height lower than 10 is provided, the intended purpose can be achieved, and all the third support columns 33 are omitted. You can also. The top surface height of the second support column 32 is arbitrary on condition that it is lower than the top surface height of the peripheral wall 10 as described above. As described later, the top surface height is used for storing water in the vegetation soil installed thereon. What is necessary is just to set suitably according to how much the water stored in the recessed part 20 is sucked up.
 周壁10において、内周壁12の横幅は外周壁11の横幅よりも広い。そして、各内周壁12の天面の幅方向中央には、排水のための溝13が、各内周壁12の長手方向全長に亘って形成されている。また、該排水溝13は各内周壁12と交差する外周壁11をも貫通している。外周壁11の交差する2つの辺の外側には張り出し部14、14が設けられており、各張り出し部14の上面は、前記排水溝13と同じ幅と深さの第1段部15と、その外側であって第1段部15よりさらに低くされた第2段部16が形成されている。外周壁11の交差する残りの2つの辺の裏面側は、前記第2段部16の厚さと同じ厚さだけ切り欠かれた領域17が全長にわたって形成されている。 In the peripheral wall 10, the lateral width of the inner peripheral wall 12 is wider than the lateral width of the outer peripheral wall 11. And the groove | channel 13 for drainage is formed in the center of the width direction of the top | upper surface of each inner peripheral wall 12 over the longitudinal direction full length of each inner peripheral wall 12. As shown in FIG. The drainage groove 13 also penetrates the outer peripheral wall 11 intersecting with each inner peripheral wall 12. Overhang portions 14 and 14 are provided on the outer sides of two intersecting sides of the outer peripheral wall 11, and the upper surface of each overhang portion 14 has a first step portion 15 having the same width and depth as the drainage groove 13, and A second step portion 16 is formed outside the first step portion 15 that is lower than the first step portion 15. On the back surface side of the remaining two sides intersecting the outer peripheral wall 11, a region 17 that is cut out by the same thickness as the thickness of the second step portion 16 is formed over the entire length.
 貯水排水基盤材Aの裏面には、前記周壁10(外周壁11と内周壁12)に対向する位置を避けるようにして、等しい高さの所要数の脚18が形成されている。また、前記各排水溝13と前記各張り出し部14の上面に形成された第1段部15には、裏面に貫通する適数の穴が排水穴19として形成されている。 The required number of legs 18 having the same height are formed on the back surface of the water storage / drainage base material A so as to avoid the position facing the peripheral wall 10 (the outer peripheral wall 11 and the inner peripheral wall 12). In addition, an appropriate number of holes penetrating the back surface are formed as drainage holes 19 in the first step portion 15 formed on the top surfaces of the drainage grooves 13 and the overhanging portions 14.
 図3は、上記した貯水排水基盤材Aの上に不織布のような柔軟性のある透水性シートBを配置したときの状態を説明する図であり、図1(b)に示す断面位置における状態を示している。透水性シートBの上面全面に荷重が掛かると、透水性シートBは前記した支柱30の天面によって裏面側が支持された状態となる。この例では、透水性シートBは、高さの異なる3種の支柱、すなわち最も高さの高い第1の支柱31、中間の高さの第3の支柱33、最も高さの低い第2の支柱32によって裏面側が支持される。それにより、各貯水用凹部20内において、透水性シートBは、前記周壁10に沿った領域ではもっとも高い位置に支持され、次第に中央に向けて支持位置が低くなっていき、第2の支柱32で支持されている領域近傍で最も低い位置となる。より具体的には、各貯水用凹部20内において、透水性シートBは、周壁10に沿った4周の領域でもっとも高い位置で支持され、中央位置では最も低い位置に支持されることとなる。 FIG. 3 is a diagram for explaining a state when a flexible water-permeable sheet B such as a nonwoven fabric is arranged on the above-described water storage / drainage base material A, and a state at a cross-sectional position shown in FIG. Is shown. When a load is applied to the entire upper surface of the water-permeable sheet B, the water-permeable sheet B is in a state where the back surface side is supported by the top surface of the support column 30 described above. In this example, the water-permeable sheet B has three types of columns having different heights, that is, the first column 31 having the highest height, the third column 33 having the intermediate height, and the second column having the lowest height. The back side is supported by the column 32. Thereby, in each recessed part 20 for water storage, the water-permeable sheet B is supported in the highest position in the area | region along the said surrounding wall 10, and a support position becomes low gradually toward the center, and the 2nd support | pillar 32 is provided. It is the lowest position in the vicinity of the region supported by. More specifically, in each of the water storage recesses 20, the water permeable sheet B is supported at the highest position in the region of the four circumferences along the peripheral wall 10, and is supported at the lowest position at the center position. .
 次に、上記の貯水排水基盤材Aの適数を用いて形成される人工地盤上での緑化構造体Cについて、図4に参照して説明する。図4に示す例において、緑化構造体Cは、人工地盤の一例であるわずかな傾斜角度を持つ屋上躯体Dの上に形成されている。最初に、好ましくは、屋上躯体Dの上に、屋上防水層を植物の根から保護するべく、耐根シート(主にポリエチレンシート、塩化ビニルシート、発泡ポリエチレンシートなど)Eを敷き詰める。その際に、耐根シートのラップ部は十分なラップ距離を確保するか、もしくはテープなどで固定しておく。耐根シートを屋上躯体Dに対して接着剤またはアンカーを用いて固定する。 Next, the greening structure C on the artificial ground formed by using an appropriate number of the above-mentioned water storage and drainage base materials A will be described with reference to FIG. In the example shown in FIG. 4, the greening structure C is formed on a roof case D having a slight inclination angle, which is an example of an artificial ground. First, a root-resistant sheet (mainly a polyethylene sheet, a vinyl chloride sheet, a foamed polyethylene sheet, etc.) E is preferably spread on the roof frame D in order to protect the roof waterproof layer from the roots of plants. At that time, the lap portion of the root-resistant sheet is secured with a sufficient wrap distance or tape or the like. The root-resistant sheet is fixed to the roof frame D using an adhesive or an anchor.
 その上に、多数枚の上記貯水排水基盤材Aを縦横方向に配置する。配置した貯水排水基盤材A群の周囲を見切り材Fにより囲い込み、各見切り材Fを適宜の手段により屋上躯体Dに固定することで、配置した貯水排水基盤材A群は安定化する。また、前記したように、各貯水排水基盤材Aは前記構成の張り出し部14を有しており、その第2段部16を隣接する貯水排水基盤材Aの切り欠かれた領域17の下方に差し込むようにして配置することで、隣接して接合している貯水排水基盤材A、Aの接合部には、前記第1段部15による排水溝13が形成される。 On top of this, a large number of the above water storage and drainage base materials A are arranged in the vertical and horizontal directions. By surrounding the surroundings of the disposed water storage and drainage base materials A with the parting material F and fixing each parting material F to the roof case D by an appropriate means, the disposed water storage and drainage base materials A are stabilized. Further, as described above, each water storage and drainage base material A has the protruding portion 14 having the above-described configuration, and the second stepped portion 16 is provided below the notched region 17 of the adjacent water storage and drainage base material A. By arranging so as to be inserted, the drainage groove 13 by the first step portion 15 is formed at the joint portion of the water storage and drainage base materials A and A that are adjacently joined.
 配置した貯水排水基盤材A群の上に、例えば不織布である透水性シートBを敷き詰める。好ましくは、防根性能を備えた透水性シートを用いる。そして、透水性シートBの上に植生用土壌(客土層あるいは植生マットなど)Gを配置し、植生用土壌Gによって植物Hを植生する。好ましくは、植生用土壌Gの上に、土壌流出防止用の透水性シート(ポリエステル長繊維不織布など)(不図示)を敷設して、貯水排水基盤材Aごとに固定する。 Lay a water permeable sheet B, which is, for example, a non-woven fabric, on the stored water storage drainage base material A group. Preferably, a water permeable sheet having root prevention performance is used. Then, a vegetation soil (custom soil layer or vegetation mat) G is disposed on the water-permeable sheet B, and the plant H is vegetated by the vegetation soil G. Preferably, a water-permeable sheet (polyester long fiber nonwoven fabric or the like) (not shown) for preventing soil outflow is laid on the vegetation soil G and fixed for each water storage and drainage base material A.
 植生中に、植生用土壌Gの上から潅水を行う。また、上位に取り付けた給水パイプなどから給水を行う。潅水したあるいは給水した水のうち植生用土壌Gで吸水されなかった水は、植生用土壌Gを通過して貯水排水基盤材Aの貯水用凹部20に落下し、貯水用凹部20内に貯水Wされる。通常、人工地盤である屋上躯体Dなどはわずかに傾斜しており、貯水用凹部20に貯水される水量が多くなると、堰として機能する周壁10(外周壁11と内周壁12)を越流して、傾斜下流側に流出する。また、横方向にも越流する。越流した水は周壁10(外周壁11と内周壁12)の天面に形成された各排水溝13に入り込み、そこから排水穴19を通って、貯水排水基盤材Aの裏面側に速やかに排出される。排出された水は、各貯水排水基盤材Aの裏面に形成した脚18の間の空間を通って、屋上躯体Dの外に排水される。 During vegetation, irrigation is performed from above the vegetation soil G. In addition, water is supplied from a water supply pipe attached at the upper level. Of the irrigated or supplied water, the water that has not been absorbed by the vegetation soil G passes through the vegetation soil G and falls into the water storage recess 20 of the water storage drainage base material A, and the water W stored in the water storage recess 20 Is done. Usually, the roof frame D, which is an artificial ground, is slightly inclined, and when the amount of water stored in the recess 20 for water storage increases, it will flow over the peripheral wall 10 (the outer peripheral wall 11 and the inner peripheral wall 12) functioning as a weir. , It flows out to the inclined downstream side. It also overflows in the horizontal direction. The overflowed water enters each drainage groove 13 formed on the top surface of the peripheral wall 10 (the outer peripheral wall 11 and the inner peripheral wall 12), passes through the drainage hole 19 from there, and promptly enters the back surface side of the storage drainage base material A. Discharged. The discharged water passes through the space between the legs 18 formed on the back surface of each storage and drainage base material A and is drained out of the roof frame D.
 前記したように、本発明による貯水排水基盤材Aを用いることにより、透水性シートBは、各貯水用凹部20内において、周壁10(外周壁11と内周壁12)に沿った4周の領域でもっとも高い位置に支持され、中央位置では最も低い位置に支持されている。そして、前記最も高い位置は堰として機能する周壁10(外周壁11と内周壁12)の天面よりも高く、前記最も低い位置は周壁10の天面よりも低い。そのために、各貯水用凹部20の貯水Wが満水となったときも、あるいは周壁10天面を超えて越流するときも、その水面と透水性シートBの裏面の間には、空気層としての空間が形成される。また、前記のように、透水性シートBの最も低い位置は、常に周壁10の天面よりも低い位置にあるので、その領域では透水性シートBおよび植生用土壌Gは、貯留水に接した状態におかれる。そのために、貯水用凹部20に貯留されている水Wが毛細管現象によって直接、植生用土壌Gに吸い上げられる。また、その水分は、表面張力により、植生用土壌Gのその他の部分にも移動していく。結果として、植生用土壌Gには十分な水分補給が可能となり、植生用土壌Gの物性に左右されることなく、所要の保水量が確保される。よって、本発明による緑化構造体Cは、根に対する酸素の供給と植生用土壌G中の根に対する適切な水分供給の双方が良好に進行するようになり、植物の育成に最適な環境を長期にわたって維持することができる。 As described above, by using the water storage and drainage base material A according to the present invention, the water permeable sheet B is a four-round region along the peripheral wall 10 (the outer peripheral wall 11 and the inner peripheral wall 12) in each of the water storage recesses 20. Is supported at the highest position, and at the central position is supported at the lowest position. The highest position is higher than the top surface of the peripheral wall 10 (outer peripheral wall 11 and inner peripheral wall 12) functioning as a weir, and the lowest position is lower than the top surface of the peripheral wall 10. Therefore, even when the water storage W of each water storage recess 20 becomes full or overflows beyond the top surface of the peripheral wall 10, an air layer is formed between the water surface and the back surface of the water permeable sheet B. A space is formed. Moreover, since the lowest position of the water-permeable sheet B is always at a position lower than the top surface of the peripheral wall 10 as described above, the water-permeable sheet B and the vegetation soil G are in contact with the stored water in that region. Put in condition. Therefore, the water W stored in the water storage recess 20 is directly sucked into the vegetation soil G by capillary action. Moreover, the water | moisture content moves also to the other part of the soil G for vegetation by surface tension. As a result, the vegetation soil G can be sufficiently hydrated, and the required water retention amount is secured without being influenced by the physical properties of the vegetation soil G. Therefore, the greening structure C according to the present invention allows both the supply of oxygen to the roots and the appropriate water supply to the roots in the vegetation soil G to proceed satisfactorily. Can be maintained.
 また、図示のように、透水性シートBの最も低い部分が貯水用凹部20の中央部に位置するように裏面全体が凹曲面をなしていることにより、植生用土壌Gからの余剰水を確実に貯水用凹部20に落とし込むことが可能となる。特に、前記のように第3の支柱33を備える場合には、透水性シートBの裏面全体の凹曲面を滑らかなものにできると共に、その曲面形状も、第3の支柱33の高さを調整することで、最適な形状に調整することができる。 Further, as shown in the drawing, the entire back surface forms a concave curved surface so that the lowest part of the water-permeable sheet B is located at the center of the water storage recess 20, thereby ensuring excess water from the vegetation soil G. It is possible to drop into the water storage recess 20. In particular, when the third support 33 is provided as described above, the concave curved surface of the entire back surface of the water-permeable sheet B can be made smooth, and the curved shape also adjusts the height of the third support 33. By doing so, it can be adjusted to an optimum shape.
 図5は、本発明による貯水排水基盤材の他の形態を示している。この貯水排水基盤材A1は、第1の支柱31と第3の支柱33の天面が、第2の支柱32に向けた傾斜面31a、33aとなっている点でのみ、図1に示した貯水排水基盤材Aと相違する。他の構成は貯水排水基盤材Aと同じであり、同じ符号を付すことで説明は省略する。この貯水排水基盤材A1では、配置した透水性シートBの裏面側を周壁部10から内側(第2の支柱32側)に向けて、一層滑らかな傾斜面とすることができる。そのために、貯水用凹部20内に貯留された水Wの植生用土壌G側への吸水と植生用土壌G内での水分の移動をより円滑化することができることに加え、透水性シートBの裏面に沿って水が下流側にそのまま流下してしまうのも、より確実に防ぐことができ、貯水用凹部20への集水性も一層向上する。 FIG. 5 shows another embodiment of the water storage and drainage base material according to the present invention. This water storage drainage base material A1 is shown in FIG. 1 only in that the top surfaces of the first support column 31 and the third support column 33 are inclined surfaces 31a and 33a directed toward the second support column 32. It is different from the stored water drainage base material A. Other configurations are the same as the storage and drainage base material A, and the description is omitted by attaching the same reference numerals. In this water storage drainage base material A1, the back surface side of the arranged water-permeable sheet B can be made to be a smoother inclined surface from the peripheral wall portion 10 toward the inside (the second support column 32 side). Therefore, in addition to facilitating the water absorption of the water W stored in the water storage recess 20 to the vegetation soil G side and the movement of moisture in the vegetation soil G, the water-permeable sheet B It is possible to prevent the water from flowing down to the downstream side as it is along the back surface, and the water collection into the water storage recess 20 is further improved.
 図6は、本発明による貯水排水基盤材の他の形態の一部を示している。この貯水排水基盤材A2は、周壁10(外周壁11と内周壁12)の一部に越流用切り欠き部40が形成されている点で、前記した貯水排水基盤材A、A1と相違する。そして、第2の支柱32の天面高さは、越流用切り欠き部40の底面よりも低い位置とされている。第1の支柱31と第3の支柱33の天面高さは、周壁10の天面高さと同じかそれよりも高いことを条件に任意である。図示の例では、第1の支柱31と第3の支柱33の天面高さは、周壁10の天面高さと同じ高さとされている。 FIG. 6 shows a part of another embodiment of the storage and drainage base material according to the present invention. This water storage and drainage base material A2 is different from the above-mentioned water storage and drainage base materials A and A1 in that an overflow notch 40 is formed in a part of the peripheral wall 10 (the outer peripheral wall 11 and the inner peripheral wall 12). And the top | upper surface height of the 2nd support | pillar 32 is made into the position lower than the bottom face of the notch 40 for overflow. The top surface height of the first support column 31 and the third support column 33 is arbitrary on the condition that it is equal to or higher than the top surface height of the peripheral wall 10. In the illustrated example, the top surface height of the first support column 31 and the third support column 33 is the same as the top surface height of the peripheral wall 10.
 この貯水排水基盤材A2を用いる場合は、貯水用凹部20内に貯留している水は、越流用切り欠き部40の底面部分から越流する。すなわち、越流用切り欠き部40内の貯留水の水面高さは、越流用切り欠き部40の底面の高さに依存する。しかし、貯水排水基盤材A2において、第2の支柱32の天面高さは越流用切り欠き部40の底面よりも低い位置とされているので、貯水排水基盤材A2を用いた緑化構造体においても、根に対する酸素の供給と植生用土壌G中の根に対する適切な水分供給の双方を同時に満足することができる。 When using this water storage and drainage base material A2, the water stored in the water storage recess 20 overflows from the bottom portion of the overflow notch 40. That is, the height of the stored water in the overflow notch 40 depends on the height of the bottom surface of the overflow notch 40. However, in the water storage and drainage base material A2, the top surface height of the second support column 32 is lower than the bottom surface of the overflow notch 40. Therefore, in the greening structure using the water storage and drainage base material A2 In addition, both oxygen supply to the roots and appropriate water supply to the roots in the vegetation soil G can be satisfied at the same time.
A、A1、A2…貯水排水基盤材、
B…透水性シート、
C…人工地盤上での緑化構造体、
D…人工地盤としての屋上躯体、
E…耐根シート、
F…見切り材、
G…植生用土壌(客土層あるいは植生マットなど)、
H…植生植物、
W…貯留水、
10…周壁、
11…外周壁、
12…内周壁、
13…排水溝、
18…裏面の脚部、
19…排水穴、
20…貯水用凹部、
30…支柱、
31…第1の支柱、
32…第2の支柱、
33…第3の支柱。
A, A1, A2 ... Water storage drainage base material,
B ... Water-permeable sheet,
C ... Greening structure on artificial ground,
D ... Roof roof as artificial ground,
E ... Root resistant sheet,
F ... Parting material,
G ... Soil for vegetation (custom soil layer or vegetation mat)
H ... Vegetation,
W ... Reserved water,
10 ... Surrounding wall,
11 ... outer peripheral wall,
12 ... Inner wall,
13 ... Drain,
18 ... the back leg,
19 ... Drain hole,
20 ... Recess for water storage,
30 ... posts,
31 ... the first column,
32 ... second support,
33 ... Third support.
 本明細書で引用した全ての刊行物、特許および特許出願をそのまま参考として本明細書にとり入れるものとする。 All publications, patents and patent applications cited in this specification shall be incorporated into the present specification as they are.

Claims (10)

  1.  堰として機能する周壁で区画された貯水用凹部と、該貯水用凹部内に立設された複数本の支柱とを少なくとも備える、人工地盤上に配置する貯水排水基盤材であって、前記複数本の支柱は、天面高さが前記周壁の天面高さと同じかそれよりも高くされた複数本の第1の支柱と、天面高さが前記周壁の天面高さよりも低くされた1本または複数本の第2の支柱とで構成されていることを特徴とする貯水排水基盤材。 A water storage / drainage base material disposed on an artificial ground, comprising at least a water storage recess defined by a peripheral wall functioning as a weir, and a plurality of struts erected in the water storage recess, wherein the plurality The first support column has a plurality of first support columns whose top surface height is equal to or higher than the top surface height of the peripheral wall, and the top surface height is lower than the top surface height of the peripheral wall. A water storage / drainage base material comprising a second or a plurality of second support columns.
  2.  一部または全部の前記第1の支柱は前記周壁に沿うようにして立設しており、前記第2の支柱は前記第1の支柱が立設している場所よりも内側における貯水用凹部内に立設していることを特徴とする請求項1に記載の貯水排水基盤材。 A part or all of the first struts are erected along the peripheral wall, and the second struts are in the water storage recesses inside the place where the first struts are erected. The water storage and drainage base material according to claim 1, wherein the water storage drainage base material is provided.
  3.  前記第1の支柱の天面は前記第2の支柱に向けて傾斜する斜面とされていることを特徴とする請求項1または2に記載の貯水排水基盤材。 The water storage drainage base material according to claim 1 or 2, wherein the top surface of the first support column is a slope inclined toward the second support column.
  4.  天面高さが前記第1の支柱の天面高さと第2の支柱の天面高さの間である1本または複数本の第3の支柱をさらに備えることを特徴とする請求項1ないし3のいずれか一項に記載の貯水排水基盤材。 2. The apparatus according to claim 1, further comprising one or a plurality of third support columns whose top surface height is between the top surface height of the first support column and the top surface height of the second support column. The water storage drainage base material according to any one of 3 above.
  5.  前記第3の支柱の天面は前記第2の支柱に向けて傾斜する斜面とされていることを特徴とする請求項4に記載の貯水排水基盤材。 5. The storage and drainage base material according to claim 4, wherein the top surface of the third support column is a slope inclined toward the second support column.
  6.  一部または全部の前記周壁の天面には当該周壁を乗り越えようとする水を排水するための排水溝が形成されていることを特徴とする請求項1ないし5のいずれか一項に記載の貯水排水基盤材。 The drainage groove for draining the water which tries to get over the said surrounding wall is formed in the top | upper surface of a part or all of the said surrounding wall, The drainage groove | channel as described in any one of Claim 1 thru | or 5 characterized by the above-mentioned. Water storage drainage base material.
  7.  前記排水溝には貯水排水基盤材の裏面に貫通する1個または複数個の排水穴が形成されていることを特徴とする請求項6に記載の貯水排水基盤材。 The storage drainage base material according to claim 6, wherein the drainage groove is formed with one or a plurality of drainage holes penetrating the back surface of the storage drainage base material.
  8.  請求項1ないし7のいずれか一項に記載の貯水排水基盤材の1個または複数個が人工地盤上に配置され、配置された貯水排水基盤材の上に前記各支柱の天面で下方から支持された状態で透水性シートが取り付けられ、前記透水性シートの上には植生用土壌が配置されている構成を少なくとも備えることを特徴とする人工地盤上での緑化構造体。 One or more of the water storage and drainage base materials according to any one of claims 1 to 7 are disposed on the artificial ground, and the top surface of each of the columns is disposed on the top surface of the water storage and drainage base material from below. A greening structure on an artificial ground, comprising a structure in which a water-permeable sheet is attached in a supported state, and vegetation soil is disposed on the water-permeable sheet.
  9.  前記透水性シートとして防根性能を備えた透水性シートを用いることを特徴とする請求項8に記載の緑化構造体。 The greening structure according to claim 8, wherein a water-permeable sheet having root prevention performance is used as the water-permeable sheet.
  10.  人工地盤の上に耐根シートが敷設されており、その上に前記貯水排水基盤材が設置されていることを特徴とする請求項8または9に記載の緑化構造体。 The greening structure according to claim 8 or 9, wherein a root-resistant sheet is laid on the artificial ground, and the water storage and drainage base material is installed thereon.
PCT/JP2012/064351 2011-06-07 2012-06-04 Water storage and water discharge base material and greening structure WO2012169451A1 (en)

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CN105386571A (en) * 2015-12-02 2016-03-09 天津绿茵景观生态建设股份有限公司 Biological roof greening system
JP2017186768A (en) * 2016-04-04 2017-10-12 東邦レオ株式会社 Base material plate and arrangement method for the same
CN108409449A (en) * 2018-05-17 2018-08-17 吴永忠 A kind of organic planting soil and its preparation method and application
CN109168736A (en) * 2018-08-25 2019-01-11 浙江省水利河口研究院 A kind of greening band structure of Quick drainage

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JP2009136278A (en) * 2007-11-14 2009-06-25 Kureatera:Kk Greening foundation-lightening member, and rooftop greening construction method

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CN105386571A (en) * 2015-12-02 2016-03-09 天津绿茵景观生态建设股份有限公司 Biological roof greening system
JP2017186768A (en) * 2016-04-04 2017-10-12 東邦レオ株式会社 Base material plate and arrangement method for the same
CN108409449A (en) * 2018-05-17 2018-08-17 吴永忠 A kind of organic planting soil and its preparation method and application
CN109168736A (en) * 2018-08-25 2019-01-11 浙江省水利河口研究院 A kind of greening band structure of Quick drainage

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