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JP2001011862A - Vegetable soil base and water retaining body - Google Patents

Vegetable soil base and water retaining body

Info

Publication number
JP2001011862A
JP2001011862A JP11185005A JP18500599A JP2001011862A JP 2001011862 A JP2001011862 A JP 2001011862A JP 11185005 A JP11185005 A JP 11185005A JP 18500599 A JP18500599 A JP 18500599A JP 2001011862 A JP2001011862 A JP 2001011862A
Authority
JP
Japan
Prior art keywords
soil
water
water retention
retention material
columnar
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP11185005A
Other languages
Japanese (ja)
Other versions
JP4043147B2 (en
Inventor
Masaro Konishi
正郎 小西
Sukeaki Shiraishi
祐彰 白石
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Okumura Corp
Original Assignee
Okumura Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Okumura Corp filed Critical Okumura Corp
Priority to JP18500599A priority Critical patent/JP4043147B2/en
Publication of JP2001011862A publication Critical patent/JP2001011862A/en
Application granted granted Critical
Publication of JP4043147B2 publication Critical patent/JP4043147B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Cultivation Of Plants (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

(57)【要約】 【課題】 保水材が吸水によって膨潤しても土壌の通
気、透水性が確保されることで、植物は根付きが良好で
根腐れをなくし、軽量ながら踏圧にも耐えて保水材の飛
散や劣化変色を防止できる植生土壌基盤を提供する。 【解決手段】 本発明による植生土壌基盤1は、膨張性
保水材4を柱状に形成して土壌3中に鉛直方向に埋設
し、膨張性保水材の上面5を土壌で被覆して構成してい
る。これによって、保水材が吸水で膨潤しても土壌3の
通気、透水性が確保されることで、植物は根付きが良好
で活性化し、軽量ながら踏圧に耐えて保水材の飛散や劣
化変色を防止している。
(57) [Summary] [Problems] Even if the water retention material swells due to water absorption, the aeration and water permeability of the soil are ensured, so that the plant has good rooting and eliminates root rot, and is lightweight and withstands tread pressure to retain water. To provide a vegetation soil base that can prevent scattering of wood and deterioration and discoloration. SOLUTION: The vegetation soil base 1 according to the present invention is formed by forming an expandable water retention material 4 in a columnar shape and burying it vertically in the soil 3, and covering an upper surface 5 of the expandable water retention material with soil. I have. As a result, even if the water retention material swells due to water absorption, the ventilation and water permeability of the soil 3 are ensured, so that the plant has good rooting and is activated, and is lightweight, resists treading pressure, and prevents the water retention material from scattering and discoloration. are doing.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、植生土壌基盤に関
し、特に保水性を向上させながら、通気性及び透水性を
損ねず、踏圧にも強い植生土壌基盤に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vegetation soil base, and more particularly to a vegetation soil base which has improved water retention, does not impair air permeability and water permeability, and is resistant to tread pressure.

【0002】[0002]

【従来の技術】近年自然環境、生態系との共生が求めら
れ、多種多様な生物が生存可能な多自然型の川づくりが
全国的に推進され、自然環境保全と景観上の観点から安
定化処理面の緑化を図ることが考えられて実行に移され
ている。市街地や住宅地における道路等の法面や急峻な
傾斜地等では、植栽された植物や植物の種子が雨水等に
よって流されないように土壌基盤の安定化と表面保護を
図ると同時に、植物が枯れることのないように植物の根
が生育して行く土壌基盤の中に充分な水分を保つための
保水方法の確立が重要な課題になっている。
2. Description of the Related Art In recent years, coexistence with the natural environment and ecosystems has been demanded, and the creation of multi-natural rivers that can survive a wide variety of organisms has been promoted nationwide, and stabilized from the viewpoint of natural environment conservation and landscape. It has been put into practice because greening of the processing surface has been considered. On slopes such as roads and steep slopes in urban and residential areas, stabilize the soil base and protect the surface so that planted plants and seeds of plants are not washed away by rainwater, etc., and plants die. An important issue is to establish a water retention method to keep sufficient water in the soil base on which the roots of the plants grow so that they do not occur.

【0003】従来から、土壌の保水性を向上させるため
には、図7(a)に示すようにシート状に形成した高吸
水性樹脂40を土壌41の中に敷いたり、図7(b)に
示すように粒状の高吸水性樹脂42を土壌中に混入した
りしていたが、高吸水性樹脂が保水状態になると以下の
ような問題点が顕在化している。 膨潤した高吸水性樹脂は柔軟であるために、高吸水
性樹脂が通気、透水方向に積層状態を形成して、土壌の
充填密度を変えるに至らなくとも土壌の孔隙が隙間なく
埋められて通気性と透水性が低下する。そして、これを
避けるために混入率を下げると土壌改良材を凌駕できる
保水効果が期待できない。 膨潤した高吸水性樹脂は糊状化するために、植物根
の周囲を取り巻いて根の呼吸を困難にする。 膨潤した高吸水性樹脂は、土壌基盤の上を歩行する
と踏圧方向と膨潤方向とが一致しているので、踏圧によ
る圧縮力を直に受けることになって水分と糊状化した高
吸水性樹脂を周辺に逸散して収縮し、土壌粒子間には液
体と同様の性状を示す高吸水性樹脂があることから、土
壌粒子間に凝縮力と付着力を発生できないので踏圧に耐
えることができない。このために、上記の問題点を顕在
化させると同時に土壌基盤の表面に部分的に凹部を形成
して美観を損なう。
Conventionally, in order to improve the water retention of the soil, a superabsorbent resin 40 formed in a sheet shape as shown in FIG. As shown in (1), the particulate superabsorbent resin 42 is mixed into the soil. However, when the superabsorbent resin enters a water retaining state, the following problems become apparent. Because the swollen superabsorbent resin is flexible, the superabsorbent resin forms a laminated state in the direction of air permeability and permeation, and the pores of the soil are filled without gaps even if the packing density of the soil does not change. The properties and water permeability are reduced. If the mixing ratio is reduced to avoid this, a water retention effect that can surpass the soil improvement material cannot be expected. The swollen superabsorbent resin turns into a paste, which surrounds the roots of the plant and makes it difficult for the roots to breathe. As the swollen super absorbent resin walks on the soil base, the direction of treading and the direction of swelling are the same, so it is directly subjected to the compressive force due to treading and becomes highly water absorbent resin that has become gelatinized with moisture. Is dissipated to the surroundings and shrinks, and since there is a highly water-absorbing resin between the soil particles that shows the same properties as liquid, it cannot withstand tread pressure because it cannot generate condensation and adhesion between soil particles . For this reason, the above-mentioned problems are evident, and at the same time, a concave portion is partially formed on the surface of the soil base to impair the aesthetic appearance.

【0004】自然環境との共生は、上述した河川敷の法
面や市街地の道路における法面に限らず、事務所ビルや
高層住宅のベランダ、屋上での植物の栽培に発展してき
ているが、これらの場合においても上記の問題は同様に
発生している。特に、ベランダ、屋上での植物の栽培
は、床面上に排水層と土壌層から構成される土壌基盤を
形成して、その土壌に植物の種子を蒔いて植栽している
ために、土壌だけで芝等を植栽する場合、芝が根付くた
めには少なくとも15cmの盛土が必要であると言われ
ている。このために、ベランダ、屋上での植物の栽培に
は、相当の重量を発生する土壌層と、植物の生長に欠か
すことのできない滋養分を含んだ水の供給が不可分であ
り、結果的に建物は、両者を併せたかなりの重量物を支
持しなければならなくなっている。
[0004] Symbiosis with the natural environment is not limited to the above-described slope of riverbeds and slopes of urban roads, but has also been developed in cultivation of plants on the veranda of office buildings, high-rise houses, and rooftops. In the case of the above, the above-mentioned problem similarly occurs. In particular, the cultivation of plants on the veranda and rooftops involves forming a soil base consisting of a drainage layer and a soil layer on the floor, sowing plant seeds on the soil and planting the soil. It is said that when planting grass or the like alone, at least a 15 cm embankment is required for the grass to take root. For this reason, the cultivation of plants on the veranda and rooftops is inseparable from the soil layer, which generates considerable weight, and the supply of water containing nutrients that are essential for plant growth. Have to support a significant weight of both.

【0005】このため、床の上載荷重が増加すると柱や
梁等の構造体に余分の負担が掛かることから、図8に示
すように、ベランダ、屋上での植物の栽培では、レンガ
47で区画された庭園45の土壌層46を薄くして、土
壌基盤の軽量化を図ることが望まれている。しかし、土
壌層46の軽量化は保水性能の低下を招くことから、充
分な保水手段を講じる必要があり、図8(a)のよう
に、シート状の高吸水性樹脂48を敷いたり、図8
(b)のように、粒状の高吸水性樹脂49を土壌中に混
入したりして、小規模ながら上記外界の公共施設と同様
の構造を採用している。このために、上記の問題点がこ
の場合にも同様に顕在化している。
[0005] For this reason, when the load on the floor increases, an extra load is applied to structures such as columns and beams. Therefore, as shown in FIG. It is desired to reduce the thickness of the soil layer 46 of the garden 45 that has been made thin to reduce the weight of the soil base. However, since the reduction in the weight of the soil layer 46 causes a decrease in the water retention performance, it is necessary to take sufficient water retention means, and as shown in FIG. 8
As shown in (b), the structure similar to that of the above-mentioned public facilities in the outside world is adopted, though small, by mixing the particulate superabsorbent resin 49 into the soil. For this reason, the above-mentioned problems are also apparent in this case.

【0006】さらに、事務所ビルや高層住宅のベラン
ダ、屋上での植栽の場合には、土壌を敷設する床や屋上
の表面が水平状態を維持して結果的に水捌けを悪くして
いるために、上記の問題点に加えて、以下のような特有
の問題点を提起している。 シート状の高吸水性樹脂を土壌の底部位に敷く場合
には、シートを保水のために厚くすることで通気性と透
水性とを悪くすると共に、土壌層内に蓄積される過剰水
が植物の根腐れを発生させることから、シート厚を4c
m以上にはできず、必要な保水量の確保が困難であると
共に、踏圧による植物への悪影響が発生する。 粒状の高吸水性樹脂を土壌中に混入する場合には、
踏圧による土壌の圧縮が盛土の減少として植物の生育に
直接影響を与えたり、粒状の高吸水性樹脂が土壌の表面
に分散されることから飛散して周辺を汚したり、紫外線
による劣化変色で保水性や美観に遜色を与える。
Furthermore, in the case of planting on the veranda of an office building or high-rise house, or on the roof, the floor on which the soil is laid and the surface of the roof are kept horizontal, which results in poor drainage. In addition to the above problems, the following specific problems are raised. When the sheet-like superabsorbent resin is laid on the bottom of the soil, the sheet is made thicker to retain water, thereby deteriorating air permeability and water permeability. Sheet thickness 4c
m, it is difficult to secure the required water holding capacity, and the stepping pressure has an adverse effect on the plants. When mixing the granular super absorbent resin into the soil,
Compression of the soil due to treading directly affects the growth of the plant as a decrease in the embankment, or the granular superabsorbent resin is dispersed on the surface of the soil and scatters around it, and the surrounding area is stained. Gives inferiority to sex and beauty.

【0007】[0007]

【発明が解決しようとする課題】本発明は、上記の顕在
化している問題点に鑑みて対応を図ったものであり、保
水材が吸水によって膨潤しても土壌の通気、透水性が確
保されることで、植物は根付きが良好で根腐れをなく
し、軽量ながら踏圧にも耐えて保水材の飛散や劣化変色
を防止できる植生土壌基盤の提供を課題にしている。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems that have become apparent. Even if the water-retaining material swells due to water absorption, the ventilation and water permeability of the soil can be ensured. By doing so, it is an object of the present invention to provide a vegetation soil base that has good rooting and eliminates root rot, is lightweight, can withstand tread pressure, and can prevent the water retention material from scattering and degrading.

【0008】[0008]

【課題を解決するための手段】請求項1の発明である植
生土壌基盤は、保水材を柱状に形成して土壌中に鉛直方
向に埋設し、保水材の上面を土壌で被覆して構成してお
り、保水材が吸水で膨潤しても土壌の通気、透水性が確
保されることで、植物は根付きが良好で活性化し、軽量
ながら踏圧に耐えて保水材の飛散や劣化変色を防止して
いる。
According to a first aspect of the present invention, there is provided a vegetation soil base in which a water retention material is formed in a columnar shape and buried vertically in the soil, and the upper surface of the water retention material is covered with the soil. Even if the water retention material swells due to water absorption, the aeration and water permeability of the soil are ensured, so the plant is well rooted and activated, and withstands tread pressure while being lightweight, preventing the water retention material from scattering and discoloration. ing.

【0009】請求項2の発明である植生土壌基盤は、請
求項1に記載の植生土壌基盤であって、植生土壌基盤の
土壌を建物の構造材上に設けた排水層の上に形成するこ
とを特徴としており、上記機能に加えて土壌中の通気性
と透水性の確保と土壌の移動を拘束することで薄い土壌
で軽量化を図っており、植物は根付きが良好で根腐れが
防止されている。
A vegetation soil base according to a second aspect of the present invention is the vegetation soil base according to the first aspect, wherein soil of the vegetation soil base is formed on a drainage layer provided on a structural material of a building. In addition to the above functions, it secures air permeability and permeability in the soil and restrains the movement of the soil to reduce the weight in thin soil, and the plant has good rooting and root rot is prevented. ing.

【0010】請求項3の発明である植生土壌基盤は、請
求項1又は2に記載の植生土壌基盤において、保水材
が、柱状の芯材と吸水性保水材とで構成されることを特
徴としており、上記機能に加えて保水材が吸水で膨潤し
ても柱状を保つことで土壌の通気性と透水性を確保して
いる。
A vegetated soil base according to a third aspect of the present invention is the vegetated soil base according to the first or second aspect, wherein the water retention material is composed of a columnar core material and a water absorbent water retention material. In addition to the above functions, even if the water retention material swells due to water absorption, the columnar shape is maintained, thereby ensuring the air permeability and water permeability of the soil.

【0011】請求項4の発明である植生土壌基盤は、請
求項1又は2に記載の植生土壌基盤において、保水材
が、柱形保持繊維と高吸水性樹脂とで構成されることを
特徴としており、上記機能に加えて充分な保水と土壌中
の通気性と透水性を確保している。
A vegetation soil base according to a fourth aspect of the present invention is the vegetation soil base according to the first or second aspect, wherein the water retention material is composed of columnar holding fibers and a superabsorbent resin. In addition to the above functions, sufficient water retention and air permeability and permeability in soil are ensured.

【0012】請求項5の発明である植生土壌基盤は、請
求項1〜4のいずれかに記載の植生土壌基盤において、
柱状の保水材を、所定間隔で互いに連結することを特徴
としており、上記機能に加えて保水材の横倒れを阻止し
て、土壌中の通気性と透水性を確保しながら土壌の移動
を拘束して、安定した土壌基盤を確保している。
The vegetation soil base according to the invention of claim 5 is the vegetation soil base according to any one of claims 1 to 4,
It is characterized by connecting the columnar water retention materials at predetermined intervals, and in addition to the above functions, prevents the water retention material from falling down and restricts the movement of the soil while ensuring air permeability and water permeability in the soil And secure a stable soil base.

【0013】請求項6の発明である植生土壌基盤は、請
求項1〜4のいずれかに記載の植生土壌基盤において、
柱状の保水材を、複数の連結体に構成して土壌中に配列
することを特徴としており、上記機能に加えて土壌を区
割りしながらその移動を拘束して、土壌中の通気性と透
水性を確保して総体として安定した土壌基盤を確保して
いる。
The vegetation soil base according to the invention of claim 6 is the vegetation soil base according to any one of claims 1 to 4,
It is characterized in that the columnar water retention material is composed of a plurality of connected bodies and arranged in the soil, and in addition to the above functions, the movement is restricted while dividing the soil, and the permeability and permeability of the soil To secure a stable soil base as a whole.

【0014】請求項7の発明である保水体は、請求項1
〜6のいずれかに記載の植生土壌基盤に用いる保水材で
あって、柱状の保水材を連結材で所定間隔に結合して構
成しており、保水材の自立配置を図ることで植生土壌基
盤の施工を容易にしている。
The water retaining body according to the invention of claim 7 is the first aspect of the invention.
7. A water retention material for use in a vegetation soil base according to any one of items 1 to 6, wherein the water retention material is formed by connecting columnar water retention materials at a predetermined interval with a connecting material, and the water retention material is arranged in a self-supporting manner. Construction is easy.

【0015】請求項8の発明である保水体は、請求項7
に記載の保水体において、保水材が柱形保持繊維と高吸
水性樹脂とで構成されることを特徴としており、上記機
能に加えて充分な保水と土壌中の通気性と透水性を確保
している。
The water retaining body according to the invention of claim 8 is the invention of claim 7.
In the water retention body described in the above, characterized in that the water retention material is composed of columnar holding fibers and a highly water-absorbent resin, in addition to the above functions, ensure sufficient water retention and air permeability and water permeability in the soil ing.

【0016】請求項9の発明である保水体の製造方法
は、請求項7又は8に記載の保水体を製造する方法であ
って、柱状の保水材を形成する所定長さの芯材と吸水性
保水材を合体して任意形状の保水素材を形成し、次い
で、該保水素材に芯材の長手方向に所定の切り抜き加工
を施して柱状の保水材と連結材を形成しており、柱状の
保水材を連結材で所定間隔に結合して構成する保水体を
簡潔に製造している。
According to a ninth aspect of the present invention, there is provided a method of manufacturing a water retaining body according to the seventh or eighth aspect, wherein a core material having a predetermined length forming a columnar water retaining material and a water absorbing material are provided. Water-retaining material of any shape is formed by combining the water-retaining materials, and then the water-retaining material is subjected to a predetermined cutting process in the longitudinal direction of the core material to form a columnar water-retaining material and a connecting material. A water retaining body composed of water retaining materials joined at predetermined intervals by a connecting material is simply manufactured.

【0017】[0017]

【発明の実施の形態】本発明による植生土壌基盤は、基
本的に、保水材を柱状に形成して土壌中に鉛直方向に埋
設し、保水材の上面を土壌で被覆して構成しており、保
水材が吸水で膨潤しても土壌の通気、通水性が確保され
ることで、植物は根付きが良好で活性化し、軽量ながら
踏圧に耐えて保水材の飛散や劣化変色を防止している。
以下に、本発明の実施の形態を図面に基づいて説明す
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS A vegetation soil base according to the present invention is basically constructed by forming a water retention material in a columnar shape and burying it vertically in soil, and covering the upper surface of the water retention material with soil. Even if the water retention material swells due to water absorption, the aeration and water permeability of the soil are ensured, so that the plant has good rooting and is activated, resists tread pressure while being lightweight, and prevents scattering and deterioration of the water retention material. .
Hereinafter, embodiments of the present invention will be described with reference to the drawings.

【0018】図1は、本発明による植生土壌基盤の断面
図である。植生土壌基盤1は、河川敷や市街地の道路に
おける法面等の表面2に、土壌3を所定の厚さに敷設す
ることによって構成されているが、土壌としては、普通
土壌の他に、必要に応じて植生に用いられる人工土壌の
ような軽量のものが採用可能である。採用可能な人工土
壌としては、ペーライト、ピートモス、ベーミュキュラ
イト、ベークアッシュ、真珠岩、粘土を高温で焼いた無
機質の発泡れん石等を挙げることができる。この場合に
採用される人工土壌は、一般的にその比重が乾燥時で
0.25〜0.27、湿潤時では0.50〜0.58の
ものが多く採用されているが、如何なる土壌を用いるか
は諸般の事情によって適宜選択されて良い。
FIG. 1 is a sectional view of a vegetation soil base according to the present invention. The vegetation soil base 1 is constructed by laying a soil 3 of a predetermined thickness on a surface 2 such as a riverbed or a slope of a road in an urban area. Accordingly, a lightweight material such as artificial soil used for vegetation can be adopted. Examples of the artificial soil that can be used include perlite, peat moss, boehmicularite, bake ash, perlite, and inorganic expanded olivine obtained by burning clay at a high temperature. The artificial soil used in this case generally has a specific gravity of 0.25 to 0.27 when dry and 0.50 to 0.58 when wet, but any kind of soil can be used. Whether to use it may be appropriately selected depending on various circumstances.

【0019】保水材4は、柱状に形成されており、柱状
体を鉛直にして配列し、その上面5を土壌3で被覆した
状態で土壌中に埋設されている。保水材4は、柱状の保
水体を形成する芯材と吸水性保水材とから構成してお
り、保水材が吸水によって膨潤する場合は、芯材によっ
て柱状保水材の上下方向には伸長せずに放射方向に拡大
し、形状的には上下方向の寸法に変化のない柱状体を保
つように各材質を選択している。このために、芯材とし
ては所望の強度を有する海綿体もしくはスポンジ状の多
孔質材や繊維材等が適当であり、吸水性保水材としては
市販されている以下の各種保水樹脂が採用可能である。
ポリアクリル酸ナトリウム、ポリアクリル酸カリウム、
デンプンーポリアクリル酸塩系樹脂、アクリル酸ビニル
アルコール共重合体、ポリエチレンオキサイド変性物、
ポリビニルアルコールーマイレン酸エステル系共重合
体、イソブチレンと無水マイレン酸共重合体、ポリエチ
レンオキサイド系樹脂等。
The water retaining material 4 is formed in a columnar shape, is arranged in a vertical column, and is buried in the soil with its upper surface 5 covered with the soil 3. The water retention material 4 is composed of a core material forming a columnar water retention body and a water-absorbing water retention material. When the water retention material swells due to water absorption, the water retention material does not extend in the vertical direction of the columnar water retention material. Each material is selected so as to expand in the radial direction and maintain a columnar body whose shape does not change in the vertical direction. For this purpose, a sponge or sponge-like porous material or fiber material having a desired strength is suitable as the core material, and the following various water-holding resins commercially available as the water-absorbing water-holding material can be used. is there.
Sodium polyacrylate, potassium polyacrylate,
Starch-polyacrylate resin, vinyl acrylate copolymer, modified polyethylene oxide,
Polyvinyl alcohol-maleic acid ester copolymer, isobutylene-maleic anhydride copolymer, polyethylene oxide resin and the like.

【0020】本実施の形態では、柱状体の形成を、最初
にポリエステル系繊維を芯材にして、この芯材の周囲に
繊維状のポリアクリルニトリル酸塩系樹脂等の高吸水性
樹脂を混紡することで鉛筆状の単位吸水材を構成してお
り、次いで複数の単位吸水体を一体に束ねることで所望
の柱状体に仕上げている。柱状体の形成は、この他に、
ポリエステル系繊維を繊維状のポリアクリルニトリル酸
塩系樹脂の接着剤として機能させ、ポリエステル系繊維
とポリアクリルニトリル酸塩系樹脂とを所定の比率で一
体に混紡することでも構成出来るものであり、芯材と高
吸水性樹脂とで一体の柱状体を形成できるものであれば
特別の形態に限定されるものでない。
In the present embodiment, the columnar body is formed by first using a polyester fiber as a core material, and mixing a fibrous superabsorbent resin such as a polyacrylonitrile-based resin around the core material. By doing so, a pencil-shaped unit water-absorbing material is formed, and then a plurality of unit water-absorbing bodies are bundled together to obtain a desired columnar body. In addition to the formation of pillars,
Polyester fibers function as an adhesive for fibrous polyacrylonitrile-based resin, and can also be constructed by blending polyester fibers and polyacrylonitrile-based resin together at a predetermined ratio. It is not limited to a special form as long as it can form an integral columnar body with the core material and the superabsorbent resin.

【0021】芯材を構成している柱形保持繊維と高吸水
性樹脂との重量比は、後述するように、吸水時の膨潤に
よって発生する土壌への圧縮力を規定する範囲によって
適宜選択される。又、高吸水性樹脂が多すぎると吸収す
る水分で糊状化する状況を形成し、植物の根が保水材4
の表面に絡みつくと呼吸が困難になって植物の成長を阻
害することからも、上記重量比は考慮する必要もある
が、実験による結果では、3:7の割合が広範囲の状況
に対応できる適当な値である。
The weight ratio of the pillar-shaped holding fiber and the superabsorbent resin constituting the core material is appropriately selected according to the range for defining the compressive force to the soil generated by swelling at the time of water absorption, as described later. You. In addition, if the amount of the superabsorbent resin is too large, a state in which the superabsorbent resin becomes gelatinized by the absorbed moisture is formed, and the roots of the plant become water retaining materials 4.
It is necessary to consider the above weight ratio from the fact that it becomes difficult to breathe when entangled with the surface of the plant and inhibits the growth of the plant. However, according to the experimental results, the ratio of 3: 7 is suitable for a wide range of situations Value.

【0022】保水材4を柱状に形成して柱状体を鉛直に
して配列し、鉛直状態で土壌中に埋設することは、植栽
する植物6に対しても潤沢な水分供給と根茎7の積極的
な育成を可能にしている。従来のシート状や粒状の保水
材の場合には、植物の根が水を求めて土壌の中を伸張し
て行くことになるが、本発明による植生土壌基盤では、
保水材4を柱状に形成し柱状体を鉛直にして、上面5を
土壌3で覆う状態で埋設しているので、保水材4は土壌
の表面近くに配置されており、植栽された植物の若い根
茎は、直ちに保水材の上面5に到達して水分の供給を受
けることができる。これによって、成長する根茎7は水
分の潤沢な柱状保水材4の表面に絡み着くように土壌の
表面から柱状保水材の表面に沿ってほぼ垂直に伸張を続
け、土壌の最深部に到達してから水平方向に伸張を継続
することになる。以上のことから、植生土壌基盤の厚さ
は、表層から10cm程度の薄い土壌にしても、根群を
植物の根が最も活性化する深さに分布させることができ
ると同時に、植物の根を土壌の深さ方向に確実に定着で
きる。
Forming the water retention material 4 in a columnar shape and arranging the columnar bodies vertically and burying it in the soil in a vertical state can provide ample water supply to the plant 6 to be planted and positively control the rhizome 7. Cultivation is possible. In the case of a conventional sheet-like or granular water retention material, the roots of the plant will extend in the soil in search of water, but in the vegetation soil base according to the present invention,
Since the water retention material 4 is formed in a columnar shape, the columnar body is made vertical, and the upper surface 5 is buried in a state of being covered with the soil 3, the water retention material 4 is disposed near the surface of the soil, and The young rhizome can immediately reach the upper surface 5 of the water retention material and receive a supply of moisture. As a result, the growing rhizome 7 continues to extend almost vertically from the surface of the soil along the surface of the columnar water retaining material so as to be entangled with the surface of the columnar water retaining material 4 with ample water, and reaches the deepest part of the soil. From the horizontal direction. From the above, the thickness of the vegetation soil base can be distributed to the depth at which the roots of the plant are most active, even if the soil is as thin as about 10 cm from the surface layer, Can be firmly established in the depth direction of the soil.

【0023】さらに、本発明による植生土壌基盤のよう
に、保水材4を柱状に形成して、柱状体を鉛直にして配
列することは、植生土壌基盤の構造面においても優位性
を発揮している。即ち、本発明による植生土壌基盤は、
保水材が水分を放出することで膨張していない場合で
も、潤沢に吸水して膨潤状態にある場合であっても、土
壌中の通気性と透水性は確実に維持されると同時に、土
壌表面の歩行による踏圧で土壌が圧縮されたとしても、
植物の育成に必要な土壌厚さを確保するだけでなく土壌
表面の部分的な凹部の発生をも阻止して美観を損なう恐
れを無くしている。
Further, forming the water retention material 4 in a columnar shape and arranging the columnar bodies vertically as in the vegetation soil base according to the present invention exerts an advantage also in the structure of the vegetation soil base. I have. That is, the vegetation soil base according to the present invention comprises:
Even if the water retention material does not expand due to the release of water, or if it is in a swollen state due to abundant water absorption, the air permeability and water permeability in the soil are reliably maintained, and at the same time, the soil surface Even if the soil is compressed by the foot pressure caused by walking,
In addition to ensuring the soil thickness necessary for growing plants, it also prevents the occurrence of partial depressions on the soil surface, eliminating the risk of damaging the appearance.

【0024】以上のように、本発明による植生土壌基盤
は、保水材4を柱状に形成して柱状体を鉛直にして配列
しその上面5を土壌3で被覆した状態で土壌中に埋設す
ることで、植生土壌基盤を薄い土壌と保水材の有効な配
置で軽量に構成し、土壌中の通気性と透水性を常時維持
することで植物の活性化した育成を図りながら根腐れを
なくし、土壌表面の踏圧で土壌が圧縮された際も、植物
の育成に必要な土壌厚さを確保し土壌表面の部分的な凹
部の発生を阻止して美観を損なう恐れを無くしている。
As described above, in the vegetation soil base according to the present invention, the water retention material 4 is formed in a columnar shape, the columnar bodies are arranged vertically, and the upper surface 5 is covered with the soil 3 and buried in the soil. Therefore, the vegetation soil base is made lightweight with an effective arrangement of thin soil and water retention material, and constantly maintaining the air permeability and water permeability in the soil to promote active growth of plants and eliminate root rot, Even when the soil is compressed by treading on the surface, the soil thickness necessary for growing plants is secured, and the occurrence of partial recesses on the soil surface is prevented, thereby eliminating the risk of damaging the appearance.

【0025】図2、3は、上述の状態を現出する機能関
係を説明するための概要図である。図2は、水分を吸収
する以前の非膨張の状態を示す側面図であり、保水材4
は、柱状に形成されており、柱状体を鉛直にして配列
し、その上面5を土壌3で被覆した状態で土壌中に埋設
されている。この状態では、土壌粒子間の孔隙には充分
な隙間が存在することから、土壌表面からの空気や水は
これらの隙間を通って矢印8のように容易に土壌の中に
浸透して行き、土壌中には充分な通気性と透水性とが確
保されている。
FIGS. 2 and 3 are schematic diagrams for explaining a functional relationship for displaying the above-mentioned state. FIG. 2 is a side view showing a non-expanded state before absorbing moisture.
Are formed in a columnar shape, the columns are arranged vertically, and are buried in the soil with the upper surface 5 covered with the soil 3. In this state, since there are sufficient gaps in the pores between the soil particles, air and water from the soil surface easily penetrate into the soil as shown by arrow 8 through these gaps, Sufficient air permeability and water permeability are ensured in the soil.

【0026】このため、土壌表面からの水分の供給があ
ると、柱状の保水材の全表面から吸収されることにな
り、保水材は潤沢な水分によって充分な膨潤状態になっ
て、上述したように、植栽植物の育成に大いに貢献する
ことができる。又、保水材が空気や水の通る方向を阻害
しない状態に埋設されていることは、余剰の水分を土壌
の中に滞留させることなく適当な容量で植生土壌基盤外
に排出できる状態にあるから、土壌中の根茎が余剰水に
よって根腐れを起こす危険性を回避している。
For this reason, when water is supplied from the soil surface, the water is absorbed from the entire surface of the columnar water retention material, and the water retention material becomes sufficiently swollen by the abundant moisture, and as described above. In addition, it can greatly contribute to the cultivation of plant plants. In addition, the fact that the water retention material is buried in a state that does not hinder the direction in which air or water passes through means that excess water can be discharged to the outside of the vegetation soil base with an appropriate capacity without staying in the soil. In addition, the risk of rhizomes in the soil causing root rot due to excess water is avoided.

【0027】さらに、土壌表面への歩行等による踏圧
は、土壌と柱状の保水材4の上面に垂直方向に加えられ
るので、保水材4の圧縮膨張は、柱状体の周辺に放射状
に発散することになる。保水材からの放射方向の力は、
保水材の間に存在する土壌の充填密度を高めるように作
用し、土壌粒子間に凝集力と付着力を発生させるので、
土壌に垂直応力を増加させるように働く。その結果、保
水材は踏圧に対する抵抗力を強めることになって、土壌
基盤の表面に歩行による凹部が形成されるのを阻止する
ように作用することになり、植生土壌基盤の美観を損ね
るのを回避している。
Further, since the stepping pressure due to walking on the soil surface or the like is applied vertically to the soil and the upper surface of the columnar water retaining material 4, the compressive expansion of the water retaining material 4 radiates radially around the columnar body. become. The radial force from the water retention material is
As it acts to increase the packing density of the soil existing between the water retention materials, it generates cohesion and adhesion between the soil particles,
Acts to increase normal stress on the soil. As a result, the water retention material will increase the resistance to tread pressure, and will act to prevent the formation of depressions due to walking on the surface of the soil base, thereby impairing the beauty of the vegetated soil base. Avoided.

【0028】図3は、保水材が吸水によって膨潤化して
いる状態を示す側面図(a)と平面図(b)である。本
実施の形態では、平面積18cm×18cm=324c
2の土壌3に、直径5cmの柱状体に形成した保水材
10を埋設している。従って、その占有面積は、19.
6cm2であり、土壌表面に占める保水材の面積比は2
4.3%になっている。以上の実施の形態において実験
を実施したが、通気性、透水性及び踏圧等の各数値は、
図2で示した吸水以前の保水材のものと遜色のないもの
であった。
FIG. 3 is a side view (a) and a plan view (b) showing a state in which the water retention material is swollen by water absorption. In this embodiment, the plane area is 18 cm × 18 cm = 324 c
soil 3 m 2, which buried water-retaining material 10 formed into a columnar shape with a diameter of 5 cm. Therefore, the occupied area is 19.
6 cm 2 , and the area ratio of water retention material to the soil surface is 2
It is 4.3%. Experiments were conducted in the above embodiment, but the numerical values such as breathability, water permeability and tread pressure are as follows:
It was comparable to that of the water retention material before water absorption shown in FIG.

【0029】このことは、本発明による植生土壌基盤で
は、保水材10を柱状に形成しており、柱状体を鉛直に
して配列しているので、保水材10が膨潤しても、空気
や水は矢印11のように保水材と平行する土壌の隙間方
向に浸透することから、保水材の膨潤拡大による影響が
無くなっているものと推測される。即ち、保水材10が
膨潤しても、その拡大方向は矢印12のように空気や水
が通っている矢印11の方向と直交する方向になってい
るので、膨潤による拡大力は保水材に囲まれた周辺の土
壌を圧縮するが、各土壌間は土壌の充填密度は高くなっ
てもその間隙を高吸水性樹脂で埋めることにはならない
から、空気と水との通りには影響を与えるものでない。
This is because, in the vegetation soil base according to the present invention, the water retention material 10 is formed in a columnar shape, and the columnar bodies are arranged vertically, so that even if the water retention material 10 swells, the air or water is maintained. Penetrates in the gap direction of the soil parallel to the water retention material as indicated by the arrow 11, and it is assumed that the influence of the swelling expansion of the water retention material is eliminated. That is, even if the water retention material 10 swells, the expansion direction is perpendicular to the direction of the arrow 11 through which air or water passes as shown by the arrow 12, so that the expansion force due to the swelling is surrounded by the water retention material. Compressed soil around the soil, but even if the packing density of the soil increases, the gaps between the soils will not be filled with superabsorbent resin. Not.

【0030】従って、保水材10が膨潤しても本実施形
態で採用している面積比の範囲においては、空気と水と
は全く何の影響もなく通っており、通気性と透水性にお
いて膨潤による問題は発生しない結果を示している。し
かし、保水材の埋設面積比をあまりに大きくすること
は、土壌粒子間の間隔を極端に小さくして土壌間の通り
道を塞ぐほどに充填密度を高めることになるから、実験
によって確認されている上記の値中心にした範囲が適当
な比率といえる。
Therefore, even if the water retaining material 10 swells, the air and water pass through without any influence within the range of the area ratio employed in the present embodiment, and the air and water swell in terms of air permeability and water permeability. Indicates that the problem does not occur. However, if the buried area ratio of the water retention material is too large, the density between the soil particles is extremely small and the packing density is high enough to block the passage between the soils. It can be said that the range centered on the value of is an appropriate ratio.

【0031】そして、土壌表面への歩行等による踏圧に
ついては、上述した図2の非膨潤の状況から土壌間の充
填度をさらに高める状態を形成しているから、膨潤した
柱状の保水材10は、保水材の間に存在する土壌の充填
密度をさらに高めるように作用して土壌粒子間に凝集力
と付着力を発生させている。このため、土壌に発生する
垂直応力はさらに増加するように働くことで、膨潤した
柱状の保水材10も美観を損ねるのを回避できる機能を
有している。
As for the stepping pressure due to walking on the surface of the soil or the like, since the state of further filling between the soils is formed from the non-swelling state of FIG. 2, the swollen columnar water retention material 10 Further, it acts to further increase the packing density of the soil existing between the water retaining materials, thereby generating cohesive force and adhesive force between the soil particles. For this reason, the vertical stress generated in the soil works so as to further increase, so that the swollen columnar water retention material 10 also has a function of avoiding impairing the appearance.

【0032】図4は、本発明による植生土壌基盤を建物
の屋上もしくはベランダに設置する実施の形態である。
図4(a)は、側断面図であり、図4(b)は、図4
(a)の(b)−(b)断面図である。植生土壌基盤2
0は、建物の構造体21の上に構築されている。構造体
21の上には排水層22が設けられており、排水層22
の上に不織布等の土壌分離層23を敷設してから、軽量
の人工土壌24が厚さ約10cm程度に盛り込まれて構
築されている。
FIG. 4 shows an embodiment in which the vegetation soil base according to the present invention is installed on the roof of a building or on a veranda.
FIG. 4A is a side sectional view, and FIG.
It is a (b)-(b) sectional view of (a). Vegetable soil base 2
0 is built on the structure 21 of the building. A drainage layer 22 is provided on the structure 21.
After laying a soil separation layer 23 such as a nonwoven fabric on the surface, a lightweight artificial soil 24 is built up to a thickness of about 10 cm.

【0033】人工土壌24には、柱状に形成された保水
材25が、柱状体を鉛直方向にして配置されて埋設され
ている。保水材25の上端は土壌24で被覆されてお
り、土壌24の表面に露出して紫外線による劣化変質が
生じないようにしている。本実施の形態における保水材
25は、乾燥状態での比重が0.14〜0.15にして
いるので、比重が乾燥時で0.25〜0.27の人工土
壌との混在で構成する植生土壌基盤20の総重量は、土
壌表面に占める保水材の面積比を24.3%に設定した
場合においても、10%以上の軽量化を図っている。
In the artificial soil 24, a water retention material 25 formed in a columnar shape is buried with the columnar body arranged vertically. The upper end of the water retention material 25 is covered with the soil 24 so that the water retention material 25 is exposed to the surface of the soil 24 to prevent deterioration due to ultraviolet rays from occurring. Since the water retention material 25 in the present embodiment has a specific gravity of 0.14 to 0.15 in a dry state, the vegetation composed of a mixture of artificial soil having a specific gravity of 0.25 to 0.27 in a dry state The total weight of the soil base 20 is reduced by 10% or more even when the area ratio of the water retention material to the soil surface is set to 24.3%.

【0034】保水材25は、ポリエステル系繊維を芯材
にして繊維状にしたポリアクリルニトリル酸塩系樹脂等
の高吸水性樹脂を3:7の割合で混紡し一体の柱状体を
形成しているので、保水材25の表面に絡みついた植物
の根茎28が、高吸水性樹脂の糊状化によって呼吸困難
になり成長を阻害されることもない。
The water retention material 25 is obtained by blending a high water-absorbing resin such as a polyacrylonitrile-based resin having a fibrous shape with a polyester fiber as a core material at a ratio of 3: 7 to form an integral columnar body. Therefore, the rhizome 28 of the plant entangled on the surface of the water retention material 25 is not difficult to breathe due to the gelatinization of the superabsorbent resin, and the growth is not hindered.

【0035】又、土壌表面に占める保水材の面積比は、
上記実施の形態と同様に、24.3%にして、保水材2
5が膨潤しても空気や水は保水材と平行する土壌24の
隙間方向に浸透して保水材25の膨潤拡大による影響が
無いようにしている。これによって、保水材25は、そ
の上面29及び柱状体の側面から予めもしくは後から土
壌24に供給される水分を充分に吸い込んで膨潤化して
も通気性、透水性を保ちながら、植栽する植物27の育
成に対処している。土壌における通気性、透水性の確保
は、余剰の水分を土壌24の中に滞留させずに不織布等
の土壌分離層23を介して排水層22に導き、植生土壌
基盤外に排出しているので、土壌中の根茎28が余剰水
によって根腐れを起こすこともない。
The area ratio of the water retention material to the soil surface is as follows:
As in the above embodiment, the water retention material 2 is set to 24.3%.
Even if 5 swells, air and water penetrate in the gap direction of the soil 24 parallel to the water retention material, so that the water retention material 25 is not affected by the swelling expansion. As a result, the water retention material 25 can maintain the air permeability and the water permeability even if the water supplied from the upper surface 29 and the side surfaces of the columnar body is sufficiently sucked in or supplied to the soil 24 in advance or later to maintain the air permeability and the water permeability. 27 breeding. The air permeability and the water permeability of the soil are secured because the excess water is guided to the drainage layer 22 through the soil separation layer 23 such as a nonwoven fabric without staying in the soil 24 and discharged outside the vegetation soil base. Also, the rhizome 28 in the soil does not cause root rot due to excess water.

【0036】土壌表面への歩行等による踏圧は、土壌2
4と柱状の保水材25の上面29に垂直方向に加えられ
るので、保水材25の圧縮膨張は、柱状体の周辺に発散
することになる。保水材からの放射方向の力は、保水材
の間に存在する土壌の充填密度を高めるように作用し、
土壌粒子間に凝集力と付着力を発生させて、土壌に垂直
応力を増加させるように働き、踏圧に対する抵抗力を強
めるように作用する。従って、屋上、ベランダ等の狭い
空間での庭園において、植栽されている植物を手入れす
るために土壌の上に入り込んでも、土壌基盤の表面に歩
行による凹部が形成されることを防止することから、庭
園の美観を損ねないようにできる。
The stepping pressure caused by walking on the surface of the soil is
Since 4 and the water retention material 25 are added vertically to the upper surface 29 of the water retention material 25, the compressive expansion of the water retention material 25 diverges around the columnar body. Radial force from the water retention material acts to increase the packing density of the soil existing between the water retention materials,
By generating cohesion and adhesion between the soil particles, it acts to increase the vertical stress on the soil and acts to increase the resistance to tread pressure. Therefore, even in a garden in a narrow space such as a rooftop or a veranda, even if it enters the soil in order to care for the planted plants, it is possible to prevent the formation of a recess due to walking on the surface of the soil base. , Without compromising the aesthetics of the garden.

【0037】保水材25を柱状に形成して柱状体を鉛直
にして配列して土壌中に埋設することは、植栽する植物
27に対しても潤沢な水分供給と根茎28の積極的な育
成を可能にしている。前述のように、一般的な植物にと
って、もっとも多くの養水分を活発に吸収する根群は、
表層から10〜20cmの深さに分布するとされている
が、屋上、ベランダ等に構築する植生土壌基盤の土壌の
厚さは、軽量化を図るために10cm程度にしている。
Forming the water retention material 25 in a columnar shape and arranging the columnar bodies vertically and burying the same in the soil can provide ample water supply to the plant 27 to be planted and actively grow the rhizome 28. Is possible. As mentioned above, the root group that actively absorbs the most nutrient water for a common plant is
Although it is said to be distributed at a depth of 10 to 20 cm from the surface layer, the thickness of the soil of the vegetation soil base constructed on the rooftop, veranda, etc. is set to about 10 cm in order to reduce the weight.

【0038】従って、植物の根群を形成するには上述の
ように本来的には無理であるが、本実施の形態で示す植
生土壌基盤20では、そこに植栽される植物27は、若
い根茎28を直ちに保水材25の上面29に到達させて
水分の供給を受けることで問題の解決を図っている。上
述の構成によると、保水材25からの滋養で成長する根
群は、保水材25の上面29から水分の潤沢な柱状の保
水材25の表面に絡み着くように土壌24の表面から柱
状の保水材25の表面に沿ってほぼ垂直に伸張を続ける
ので、土壌の深さ方向に確実に定着できる。そして、土
壌24における通気性、透水性の確保は、余剰の水分を
土壌中に滞留させずに植生土壌基盤20の外に排出して
土壌中の根茎28が余剰水によって根腐れを起こす状況
を無くしている。
Therefore, although it is originally impossible to form a plant root group as described above, in the vegetation soil base 20 shown in the present embodiment, the plant 27 planted there is young. The problem is solved by causing the rhizome 28 to immediately reach the upper surface 29 of the water retaining material 25 and receiving the supply of moisture. According to the above-described configuration, the root group that grows by nourishment from the water retention material 25, from the top surface 29 of the water retention material 25, entangles with the surface of the columnar water retention material 25, which is rich in moisture, from the surface of the soil 24. Since the elongation is continued almost vertically along the surface of the material 25, it can be surely fixed in the depth direction of the soil. In order to ensure the air permeability and water permeability of the soil 24, the surplus water is discharged to the outside of the vegetation soil base 20 without staying in the soil, and the rhizome 28 in the soil undergoes root rot due to the surplus water. I have lost it.

【0039】さらに、本実施の形態では、図4に示すよ
うに、保水材25が横転しないように横棒26で連結し
て互いに支えている。連結の手段は、横棒に限定される
ものでなく、紐のように柔軟な部材を用いることも可能
である。保水材25の相互の支持は、全体を均等に相互
支持するだけでなく、複数本の保水材25を相互に結合
して1組のブロックとして構成し、各ブロックを単独で
土壌中に適宜配置するか、各ブロック相互を互いに支持
し合う連結状態にすることも可能である。保水材25の
相互支持は、植生土壌基盤を構築する際に土壌分離層2
3の表面に保水材を簡単に配置することを容易にし、人
工土壌の供給においても保水材の横転に注意を払うこと
なく土壌を盛り込めるので、施工効率を向上させて工期
の短縮を可能にしている。
Further, in the present embodiment, as shown in FIG. 4, the water retaining material 25 is connected to each other by a horizontal bar 26 so as not to roll over and supported by each other. The connecting means is not limited to the horizontal bar, and a flexible member such as a string can be used. Mutual support of the water retaining materials 25 is not only equivalent to mutually supporting the whole, but also a plurality of water retaining materials 25 are connected to each other to form a set of blocks, and each block is independently disposed in the soil as appropriate. Alternatively, the blocks may be connected to each other to support each other. Mutual support of the water retaining material 25 is required when the vegetation soil base is constructed.
3. It is easy to arrange the water retention material on the surface of 3 and the soil can be included without paying attention to the overturn of the water retention material even in the supply of artificial soil, so the construction efficiency can be improved and the construction period can be shortened. I have.

【0040】又、保水材の相互支持は、単に横転を防止
するだけでなく、植生土壌基盤における保水材の移動拘
束や隣接する保水材とに囲まれた軽量土壌の移動を制限
し、同時に踏圧に対する抵抗力を強める機能を付加して
いる。従って、深さのない薄い土壌で植生土壌基盤を構
築しても、植生土壌基盤は構造的に堅固であり、建物に
特別の追加設備を設ける必要を無くしている。
The mutual support of the water retention material not only prevents the rollover, but also restricts the movement of the water retention material on the vegetated soil base and the movement of the lightweight soil surrounded by the adjacent water retention material, and at the same time suppresses the stepping pressure. The function to increase the resistance to is added. Thus, even if the vegetation soil base is constructed of thin soil with no depth, the vegetation soil base is structurally solid, eliminating the need for special additional equipment in the building.

【0041】以上のように、本発明による植生土壌基盤
は、建物の屋上もしくはベランダに設置する場合には、
構造体21の上に設けた排水層22の上に軽量の人工土
壌24を盛り込み、保水材25を柱状に形成して柱状体
を鉛直にして配列しその上面29を土壌24で被覆した
状態で土壌中に埋設して構成することで、植生土壌基盤
を薄い土壌と保水材の有効な配置で軽量に構成し、土壌
中の通気性と透水性を常時維持することで植物の活性化
した育成を図りながら根腐れをなくし、土壌表面の踏圧
で土壌が圧縮された際も、植物の育成に必要な土壌厚さ
を確保し土壌表面の部分的な凹部の発生を阻止して美観
を損なう恐れを無くしている。
As described above, when the vegetation soil base according to the present invention is installed on the roof of a building or on the veranda,
A light artificial soil 24 is put on the drainage layer 22 provided on the structure 21, the water retention material 25 is formed in a columnar shape, the columnar members are arranged vertically, and the upper surface 29 is covered with the soil 24. By burying it in the soil, the vegetation soil base is made lightweight with an effective arrangement of thin soil and water-retaining materials, and activated cultivation of plants by constantly maintaining air permeability and water permeability in the soil When the soil is compressed by treading on the surface of the soil, the soil thickness necessary for growing plants is secured and the occurrence of partial recesses on the surface of the soil is prevented. Is lost.

【0042】図5、6は、連結によって一体化した保水
材の他の実施形態を示す斜視図である。図5は、柱状の
保水材相互間を連結材で結合した実施の形態を斜視図で
示している。保水体30は柱状の保水材31を平板状の
連結材32で相互間を結合して一体化を図っている。保
水体30は、保水材31の柱状面の全域に亘って結合状
態を形成していることで構造的に堅固に構成されてお
り、保水体の内部に供給される土壌もその移動を完全に
阻止される。従って、植生土壌基盤を構築する際の取り
扱いを容易にし、人工土壌の供給においても保水体の倒
壊を気にせずに土壌を投入できるので、上記実施の形態
と比較して施工効率をさらに向上させている。
FIGS. 5 and 6 are perspective views showing another embodiment of the water retaining material integrated by connection. FIG. 5 is a perspective view showing an embodiment in which the columnar water retention materials are connected to each other with a connecting material. The water retaining body 30 integrates a columnar water retaining material 31 with a plate-like connecting material 32 so as to be integrated. The water retaining body 30 is structurally solid by forming a bonding state over the entire area of the columnar surface of the water retaining material 31, and the soil supplied into the water retaining body completely stops its movement. Will be blocked. Therefore, the handling when constructing the vegetation soil base is facilitated, and the soil can be introduced without worrying about the collapse of the water retaining body even in the supply of the artificial soil, so that the construction efficiency is further improved as compared with the above embodiment. ing.

【0043】平板状の連結材は、植生土壌基盤における
保水材の移動拘束や隣接する保水材に囲まれた軽量土壌
の移動を確実に阻止しているので、踏圧に対する抵抗力
をさらに強めている。従って、深さのない薄い土壌での
構築に対しても、植生土壌基盤は構造的に堅固である。
[0043] The plate-like connecting member surely prevents the movement of the water retention material on the vegetation soil base and the movement of the lightweight soil surrounded by the adjacent water retention material, thereby further increasing the resistance against tread pressure. . Thus, the vegetation soil base is structurally robust, even for construction on thin soils without depth.

【0044】又、保水材の相互支持は、保水材の製造工
場等において、所定の本数の保水材を任意の連結材を用
いて一体に結合した単体品として完成させて置くことも
できる。図示のように、9本の保水材を矩形状に組み込
んで一体品として構成するものであるが、現場での作業
と比較して工場での製作は容易であり、完成品の取り扱
いも簡単で煩雑さを無くしていることから、推奨される
形態である。そして、植生土壌基盤を構築する施工現場
においても、各保水材に連結部材を結合して一体に連結
する手間を省略することができると同時に、設置面上へ
の敷設が簡潔で迅速に施工できるものであるから、植生
土壌基盤の構築効率の改善にも役立つことになる。
Further, mutual support of the water retention materials may be completed and placed as a single product in which a predetermined number of water retention materials are integrally connected using an arbitrary connecting material in a water retention material manufacturing plant or the like. As shown in the figure, nine water retention materials are integrated into a rectangular shape to form an integrated product. However, compared to work on site, production at a factory is easier, and handling of finished products is easier. This is the recommended form because it eliminates complexity. And, even at the construction site where the vegetation soil base is constructed, it is possible to omit the labor of connecting the connecting members to each water retention material and integrally connecting them, and at the same time, the installation on the installation surface can be performed simply and quickly. As such, it will also help improve the efficiency of vegetation soil base construction.

【0045】図6は、柱状体の断面を菱形にして相互間
を連結材で結合した実施の形態を斜視図で示している。
保水体35は、柱状体36の断面を菱形に形成してお
り、相互間を柱状体と同様の保水性能を有する連結材3
7で一体に結合している。従って、保水体は複数の部材
を組み合わせずに形成することが可能であり、製造効率
を高めることができる。
FIG. 6 is a perspective view showing an embodiment in which the cross section of the columnar body is made rhombic and connected to each other with a connecting member.
The water retaining body 35 is formed by forming the cross section of the columnar body 36 into a rhombus shape, and connects the connecting members 3 having the same water retaining performance as the columnar body between them.
7 are integrally connected. Therefore, the water retaining body can be formed without combining a plurality of members, and the production efficiency can be improved.

【0046】保水体35は、最初に柱状体36を形成す
る方向に保水材の芯材を長手方向に揃えて配置し、芯材
と繊維状の吸水性保水材を混紡によって合体させて任意
形状の保水素材を製造している。保水素材から保水体3
5を直ちに加工成形する場合には、次いで、保水素材に
柱状体36と連結材37の部分を残しながら芯材の長手
方向に沿って円筒状の孔38を切り抜き加工すること
で、単体の保水体35が製造される。保水体35には、
孔38に囲まれて残った部分が菱形の柱状体36として
形成されており、柱状体36は柱状体と同様の保水性能
を有する連結材37で相互間を結合された状態で一体化
している。
The water retaining body 35 is formed by arranging the core material of the water retaining material in the longitudinal direction in the direction in which the columnar body 36 is first formed, and combining the core material and the fibrous water-absorbing water retaining material by blending. Manufactures water retention materials. Water retention material 3 from water retention material
In the case where the water-holding material 5 is immediately formed, a cylindrical hole 38 is cut out along the longitudinal direction of the core material while leaving the columnar body 36 and the connecting member 37 in the water-holding material. The body 35 is manufactured. In the water retention body 35,
The remaining portion surrounded by the hole 38 is formed as a rhombic columnar body 36, and the columnar body 36 is integrated with a connecting member 37 having the same water retention performance as the columnar body while being connected to each other. .

【0047】一方、任意形状の保水材を直ちに加工する
ことなく、植生土壌基盤の施工現場に搬入し、植物の植
栽状況に合わせて柱状体36が柱状体と同様の保水性能
を有する連結材37で相互間を結合された保水体35を
加工成形しながら配置することも可能である。この場合
には、植物の植栽状況に合わせて保水素材の内部に所望
形状の柱状体36を形成し、相互間を柱状体と同様の保
水性能を有する連結材37で結合するように、任意の孔
を切り抜いて一体の保水体を加工成形するものであり、
植生土壌基盤の構築形態に的確に合致した柱状の保水材
を配置できる保水体を容易に供給できることになる。上
記のように、本実施の形態の保水体は、他の部材を使用
せずに保水素材に円筒状の孔もしくは任意形状の孔を保
水素材に切り抜き加工するだけで成形できることから、
その製造が極めて簡単であり製造コストを低減させるこ
とが可能になっている。
On the other hand, the water retaining material having an arbitrary shape is carried into the construction site of the vegetation soil base without being processed immediately, and the column 36 has the same water retaining performance as the column in accordance with the planting condition of the plant. It is also possible to arrange the water retaining bodies 35 connected to each other at 37 while processing them. In this case, an arbitrary columnar body 36 having a desired shape is formed inside the water retention material according to the planting situation of the plant, and the columns 36 are connected to each other with a connecting member 37 having the same water retention performance as the columnar body. Cut out the hole of the and process and form an integral water retention body,
It is possible to easily supply a water retention body in which a columnar water retention material that exactly matches the construction form of the vegetation soil base can be arranged. As described above, since the water retention body of the present embodiment can be formed by merely cutting out a cylindrical hole or an arbitrary-shaped hole in the water retention material without using other members,
Its manufacture is very simple and the manufacturing cost can be reduced.

【0048】なお、保水材の相互支持は、本実施の形態
の植生土壌基盤を建物の屋上もしくはベランダに設置す
る場合に限定されるものでなく、図1で示した河川敷や
市街地の道路における法面等の表面2に植生土壌基盤を
敷設する場合にも適用できるものである。
The mutual support of the water retention material is not limited to the case where the vegetation soil base of the present embodiment is installed on the roof of a building or on a veranda, but may be applied to a riverbed or a road in an urban area shown in FIG. The present invention is also applicable to a case where a vegetation soil base is laid on a surface 2 such as a surface.

【0049】以上、本発明について実施の形態に基づい
て詳細に説明してきたが、本発明は上述した実施の形態
に何ら限定されるものでなく、本発明の趣旨を逸脱しな
い範囲において種々の変更が可能であることは当然のこ
とである。
As described above, the present invention has been described in detail based on the embodiments. However, the present invention is not limited to the above-described embodiments, and various modifications may be made without departing from the spirit of the present invention. Of course, it is possible.

【0050】[0050]

【発明の効果】請求項1の発明である植生土壌基盤は、
保水材を柱状に形成して土壌中に鉛直方向に埋設し、保
水材の上面を土壌で被覆して構成しているので、従来の
種々の問題点を解決して、保水材が吸水で膨潤しても土
壌の通気、通水性を確保して植物の根付きを良好にして
活性化し、軽量ながら踏圧に耐えて保水材の飛散や劣化
変色を防止する効果を発揮している。
According to the first aspect of the present invention, the vegetation soil base comprises:
The water retention material is formed into columns and buried vertically in the soil, and the top surface of the water retention material is covered with soil. Even so, it ensures the ventilation and water permeability of the soil, activates the plant with good rooting, activates it, resists tread pressure while being lightweight, and has the effect of preventing the water retention material from scattering and discoloring.

【0051】請求項2の発明である植生土壌基盤は、請
求項1に記載の植生土壌基盤であって、植生土壌基盤の
土壌を建物の構造材上に設けた排水層の上に形成するこ
とを特徴としているので、建物の屋上もしくはベランダ
に設置する場合に土壌中の通気性と透水性を確保し土壌
の移動を拘束することで薄い土壌で軽量化を図りなが
ら、植物は根付きが良好で根腐れを防止できる効果を発
揮している。
According to a second aspect of the present invention, there is provided a vegetation soil base according to the first aspect, wherein the soil of the vegetation soil base is formed on a drainage layer provided on a structural material of a building. When installed on the roof of a building or on the veranda, the plant is well rooted while securing light permeability and permeability in the soil and restraining the movement of the soil to reduce the weight in thin soil. It has the effect of preventing root rot.

【0052】請求項3の発明である植生土壌基盤は、請
求項1又は2に記載の植生土壌基盤において、保水材
が、柱状の芯材と吸水性保水材とで構成されることを特
徴としているので、保水材が吸水で膨潤しても柱状を保
つことで土壌の通気性と透水性を確保できる効果を発揮
している。
A vegetation soil base according to a third aspect of the present invention is the vegetation soil base according to the first or second aspect, wherein the water retention material is composed of a columnar core material and a water-absorbing water retention material. Therefore, even if the water retention material swells due to water absorption, it maintains the columnar shape, thereby exhibiting the effect of ensuring the permeability and water permeability of the soil.

【0053】請求項4の発明である植生土壌基盤は、請
求項1又は2に記載の植生土壌基盤において、保水材
が、柱形保持繊維と高吸水性樹脂とで構成されることを
特徴としているので、充分な保水と土壌中の通気性と透
水性を確保できる効果を発揮している。
A vegetation soil base according to a fourth aspect of the present invention is the vegetation soil base according to the first or second aspect, wherein the water retention material is composed of columnar holding fibers and a superabsorbent resin. It has the effect of ensuring sufficient water retention and air permeability and water permeability in the soil.

【0054】請求項5の発明である植生土壌基盤は、請
求項1〜4のいずれかに記載の植生土壌基盤において、
柱状の保水材を、所定間隔で互いに連結することを特徴
としているので、土壌中の通気性と透水性を確保しなが
ら土壌の移動を拘束して安定した土壌基盤を確保できる
効果を発揮している。
The vegetated soil base according to the fifth aspect of the present invention is the vegetated soil base according to any one of the first to fourth aspects,
Since the columnar water retention material is characterized by being connected to each other at predetermined intervals, it exerts the effect of restraining the movement of the soil while securing air permeability and water permeability in the soil and securing a stable soil base. I have.

【0055】請求項6の発明である植生土壌基盤は、請
求項1〜4のいずれかに記載の植生土壌基盤において、
柱状の保水材を、複数の連結体に構成して土壌中に配列
することを特徴としているので、土壌の移動を区割りし
ながら拘束して土壌中の通気性と透水性を確保して総体
として安定した土壌基盤を確保できる効果を発揮してい
る。
The vegetation soil base according to the invention of claim 6 is the vegetation soil base according to any one of claims 1 to 4,
Since the columnar water retention material is characterized by comprising a plurality of connected bodies and arranging them in the soil, it restricts the movement of the soil while constraining it, securing air permeability and water permeability in the soil as a whole It has the effect of securing a stable soil base.

【0056】請求項7の発明である保水体は、請求項1
〜6のいずれかに記載の植生土壌基盤に用いる保水材で
あって、柱状の保水材を連結材で所定間隔に結合して構
成しているので、保水材の自立配置を図ることで植生土
壌基盤の施工を容易にする効果を発揮している。
The water retention body according to the seventh aspect of the present invention is the first aspect of the invention.
6. The water retention material used for the vegetation soil base according to any one of items 1 to 6, wherein the water retention material has a columnar shape and is connected at predetermined intervals by a connecting material. It has the effect of facilitating the construction of the foundation.

【0057】請求項8の発明である保水体は、請求項7
に記載の保水材において、保水材が柱形保持繊維と高吸
水性樹脂とで構成されることを特徴としているので、上
記効果に加えて充分な保水と土壌中の通気性と透水性を
確保出来る効果を発揮している。
The water retaining body according to the eighth aspect of the present invention is the seventh aspect of the present invention.
In the water retention material according to the above, since the water retention material is characterized by comprising a columnar holding fiber and a highly water-absorbent resin, in addition to the above effects, ensure sufficient water retention and air permeability and water permeability in the soil The effect that can be exhibited.

【0058】請求項9の発明である保水体の製造方法
は、請求項7又は8に記載の保水体を製造する方法であ
って、柱状の保水材を形成する所定長さの芯材と吸水性
保水材を合体して任意形状の保水素材を形成し、次い
で、該保水素材に芯材の長手方向に所定の切り抜き加工
を施して柱状の保水材と連結材を形成しているので、柱
状の保水材を連結材で所定間隔に結合して構成する保水
体を簡潔に製造して保水体の製造コストを低減する効果
を発揮している。
According to a ninth aspect of the present invention, there is provided a method for manufacturing a water retaining body according to the seventh or eighth aspect, wherein a core material having a predetermined length forming a columnar water retaining material and a water absorbing material are provided. Water-retaining material is formed by combining the water-retaining materials, and then a predetermined cutout process is performed on the water-retaining material in the longitudinal direction of the core material to form a columnar water-retaining material and a connecting material. The water retention material constituted by connecting the water retention materials at predetermined intervals by a connecting material is simply manufactured, and the effect of reducing the manufacturing cost of the water retention material is exhibited.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明による植生土壌基盤の断面図FIG. 1 is a cross-sectional view of a vegetated soil base according to the present invention.

【図2】本発明による植生土壌基盤に用いる保水材が水
分を吸収する以前の非膨張の状態を示す側面図
FIG. 2 is a side view showing a non-expanded state before a water retention material used for a vegetation soil base according to the present invention absorbs moisture.

【図3】本発明による植生土壌基盤に用いる保水材が水
分を吸収して膨潤した状態を示す側面図
FIG. 3 is a side view showing a state in which a water retention material used for a vegetation soil base according to the present invention absorbs moisture and swells.

【図4】本発明による植生土壌基盤を、建物の屋上もし
くはベランダに設置する実施の形態図
FIG. 4 is a view showing an embodiment in which the vegetation soil base according to the present invention is installed on a rooftop or a veranda of a building.

【図5】保水材を結合した保水体の斜視図FIG. 5 is a perspective view of a water retaining body to which a water retaining material is connected.

【図6】保水材を結合した他の保水体の斜視図FIG. 6 is a perspective view of another water retaining body to which a water retaining material is connected.

【図7】高吸水性樹脂を用いた従来の土壌基盤FIG. 7: Conventional soil base using superabsorbent resin

【図8】高吸水性樹脂を用いて建物の屋上もしくはベラ
ンダに設置する従来の土壌基盤
FIG. 8: Conventional soil base installed on the rooftop or veranda of a building using a superabsorbent resin

【符号の説明】[Explanation of symbols]

1 植生土壌基盤、 2 法面等の表面、 3 土壌、
4 保水材、5 保水材の上面、 6 植栽植物、
7 植物の根茎、8、11 空気と水の通る方向を示す
矢印、 10 膨潤した保水材、12 保水材の拡大方
向を示す矢印、20 植生土壌基盤、 21 構造体、
22 排水層、23 土壌分離層、 24 軽量人工
土壌、 25 保水材、 26 横棒、27 植栽植
物、 28 植物の根茎、 29 保水材の上面、3
0、35 保水体、 31 保水材、 32、37 連
結材、36 柱状体 38 円筒状の孔、40 シート
状の高吸水性樹脂、 41 土壌、42 粒状の高吸水
性樹脂、 45 庭園、 46 土壌層、47 レン
ガ、 48 シート状の高吸水性樹脂、49 粒状の高
吸水性樹脂、
1 vegetation soil base, 2 surface such as slope, 3 soil,
4 water retention material, 5 top surface of water retention material, 6 planting plant,
7 Rhizome of a plant, 8, 11 Arrow indicating the direction in which air and water pass, 10 Swollen water retention material, 12 Arrow indicating the direction of expansion of water retention material, 20 Vegetable soil base, 21 Structure,
22 drainage layer, 23 soil separation layer, 24 lightweight artificial soil, 25 water retention material, 26 horizontal bar, 27 planting plant, 28 plant rhizome, 29 top surface of water retention material, 3
0, 35 water retaining body, 31 water retaining material, 32, 37 connecting material, 36 columnar body 38 cylindrical hole, 40 sheet-like super absorbent resin, 41 soil, 42 granular super absorbent resin, 45 garden, 46 soil Layer, 47 brick, 48 sheet super absorbent resin, 49 granular super absorbent resin,

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 2B022 AA05 AB02 BA04 BA11 BA16 BA24 BA25 BB01 BB02 2D044 DA00  ──────────────────────────────────────────────────続 き Continued on the front page F term (reference) 2B022 AA05 AB02 BA04 BA11 BA16 BA24 BA25 BB01 BB02 2D044 DA00

Claims (9)

【特許請求の範囲】[Claims] 【請求項1】 土壌中に保水材を埋設して構成する植生
土壌基盤であって、保水材を柱状に形成して土壌中に鉛
直方向に埋設し、該保水材の上面を土壌で被覆すること
を特徴とする植生土壌基盤。
1. A vegetation soil base constructed by embedding a water retention material in soil, wherein the water retention material is formed in a columnar shape and buried vertically in the soil, and the upper surface of the water retention material is covered with the soil. Vegetable soil base characterized by the following.
【請求項2】 土壌を、建物の構造材上に設けた排水層
の上に形成することを特徴とする請求項1に記載の植生
土壌基盤。
2. The vegetation soil base according to claim 1, wherein the soil is formed on a drainage layer provided on a structural material of the building.
【請求項3】 保水材が、柱状の芯材と吸水性保水材と
で構成されることを特徴とする請求項1又は2に記載の
植生土壌基盤。
3. The vegetation soil base according to claim 1, wherein the water retaining material is composed of a columnar core material and a water absorbing water retaining material.
【請求項4】 保水材が、柱形保持繊維と高吸水性樹脂
とで構成されることを特徴とする請求項1又は2に記載
の植生土壌基盤。
4. The vegetation soil base according to claim 1, wherein the water retention material is composed of columnar holding fibers and a highly water-absorbent resin.
【請求項5】 柱状の保水材を、所定間隔で互いに連結
することを特徴とする請求項1〜4のいずれかに記載の
植生土壌基盤。
5. The vegetation soil base according to claim 1, wherein the columnar water retention materials are connected to each other at predetermined intervals.
【請求項6】 柱状の保水材を、複数の連結体に構成し
て土壌中に配列することを特徴とする請求項1〜4のい
ずれかに記載の植生土壌基盤。
6. The vegetation soil base according to any one of claims 1 to 4, wherein the columnar water retention material is configured in a plurality of connected bodies and arranged in soil.
【請求項7】 柱状の保水材を連結材で所定間隔に結合
して構成する請求項1〜6のいずれかに記載の植生土壌
基盤に用いる保水体。
7. The water retention body used for a vegetated soil base according to any one of claims 1 to 6, wherein the columnar water retention material is connected at predetermined intervals by a connecting material.
【請求項8】 保水材が、柱形保持繊維と高吸水性樹脂
とで構成されることを特徴とする請求項7に記載の保水
体。
8. The water retention body according to claim 7, wherein the water retention material is composed of columnar holding fibers and a highly water-absorbing resin.
【請求項9】 柱状の保水材を形成する所定長さの芯材
と吸水性保水材を合体して任意形状の保水素材を形成
し、次いで、該保水素材に芯材の長手方向に所定の切り
抜き加工を施して柱状の保水材と連結材を形成する請求
項7又は8に記載の保水体の製造方法。
9. A water retention material having an arbitrary shape is formed by combining a water absorption material and a core material having a predetermined length to form a columnar water retention material, and then a predetermined length of the water retention material is formed in the longitudinal direction of the core material. The method for producing a water retaining body according to claim 7 or 8, wherein the columnar water retaining material and the connecting material are formed by performing a cutting process.
JP18500599A 1999-06-30 1999-06-30 Vegetation soil base Expired - Fee Related JP4043147B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18500599A JP4043147B2 (en) 1999-06-30 1999-06-30 Vegetation soil base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18500599A JP4043147B2 (en) 1999-06-30 1999-06-30 Vegetation soil base

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JP2001011862A true JP2001011862A (en) 2001-01-16
JP4043147B2 JP4043147B2 (en) 2008-02-06

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ID=16163120

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Cited By (9)

* Cited by examiner, † Cited by third party
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JP2007049926A (en) * 2005-08-17 2007-03-01 Toho Leo Co Base material for guiding tree roots and construction method of underground ground using the base material for guiding
JP2007143412A (en) * 2005-11-24 2007-06-14 Kowa Seiki Kk Greening device, soil greening method
JP2008199984A (en) * 2007-02-22 2008-09-04 Totaku Industries Inc Planting base for building greening and building greening structure using this
JP2010022205A (en) * 2008-07-15 2010-02-04 Ngk Insulators Ltd Planting ceramic culture medium
JP2012034648A (en) * 2010-08-10 2012-02-23 Iej:Kk Non-soil slope planting system
CN111139788A (en) * 2020-01-17 2020-05-12 董涛 Water and soil loss prevention device for river bank vegetation recovery
CN113170718A (en) * 2021-04-09 2021-07-27 东北师范大学 Pre-embedded pipe network device suitable for improving compacted and degraded soil and method thereof
JP2023184203A (en) * 2022-06-17 2023-12-28 鹿島建設株式会社 Moisture content adjustment method
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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007049926A (en) * 2005-08-17 2007-03-01 Toho Leo Co Base material for guiding tree roots and construction method of underground ground using the base material for guiding
JP2007143412A (en) * 2005-11-24 2007-06-14 Kowa Seiki Kk Greening device, soil greening method
JP2008199984A (en) * 2007-02-22 2008-09-04 Totaku Industries Inc Planting base for building greening and building greening structure using this
JP2010022205A (en) * 2008-07-15 2010-02-04 Ngk Insulators Ltd Planting ceramic culture medium
JP2012034648A (en) * 2010-08-10 2012-02-23 Iej:Kk Non-soil slope planting system
CN111139788A (en) * 2020-01-17 2020-05-12 董涛 Water and soil loss prevention device for river bank vegetation recovery
CN113170718A (en) * 2021-04-09 2021-07-27 东北师范大学 Pre-embedded pipe network device suitable for improving compacted and degraded soil and method thereof
CN113170718B (en) * 2021-04-09 2023-12-22 东北师范大学 Pre-buried pipe network device and method suitable for improving hardened and degraded soil
JP2023184203A (en) * 2022-06-17 2023-12-28 鹿島建設株式会社 Moisture content adjustment method
CN119711531A (en) * 2025-02-27 2025-03-28 西南石油大学 Ecological soil fixing system for plateau slope

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