JP2000106771A - Negative pressure difference irrigation system - Google Patents

Negative pressure difference irrigation system

Info

Publication number
JP2000106771A
JP2000106771A JP10282497A JP28249798A JP2000106771A JP 2000106771 A JP2000106771 A JP 2000106771A JP 10282497 A JP10282497 A JP 10282497A JP 28249798 A JP28249798 A JP 28249798A JP 2000106771 A JP2000106771 A JP 2000106771A
Authority
JP
Japan
Prior art keywords
water
negative pressure
soil
porous
porous pipe
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
JP10282497A
Other languages
Japanese (ja)
Other versions
JP4173228B2 (en
Inventor
Nobuhiko Furukawa
信彦 古川
Takaharu Yamamoto
隆晴 山本
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.)
Mitsubishi Chemical Corp
Mitsubishi Chemical Engineering Corp
Original Assignee
Mitsubishi Chemical Corp
Mitsubishi Chemical Engineering 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 Mitsubishi Chemical Corp, Mitsubishi Chemical Engineering Corp filed Critical Mitsubishi Chemical Corp
Priority to JP28249798A priority Critical patent/JP4173228B2/en
Publication of JP2000106771A publication Critical patent/JP2000106771A/en
Application granted granted Critical
Publication of JP4173228B2 publication Critical patent/JP4173228B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide the subject compact and inexpensive system designed not to impair the advantages of its own. SOLUTION: Thin negative pressure difference irrigation system is so designed as to have a vessel 1 with a soil bed 2 on the upper part and a water reservoirs 3, 3' on the lower part, embed a porous pipe 4 in the soil bed 2, saturate the inside of the porous pipe 4 with the water from the reservoirs 3, 3', and by the aid of the negative pressure difference between the water in the soil in contact with the porous pipe 4 and the inside of the porous pipe 4, leach the water inside the porous pipe 4 into the soil through capillary mechanism, wherein the water reservoirs 3, 3' consist of 1st and 2nd water reservoirs, each of which is made to communicate via a conductor pipe with one end of the porous pipe 4, and the 2nd reservoir is installed so as to situate its upper end at a level higher than that of the porous pipe 4, and by feeding the 2nd reservoir with water, the water inside the flow channel through which the porous pipe 4 and the reservoirs 3, 3' communicate with each other is allowed to forcedly flow.

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、負圧差灌水システ
ムに関する。
[0001] The present invention relates to a negative pressure differential irrigation system.

【0002】[0002]

【従来の技術】負圧差灌水システムは、土壌中に埋設し
た多孔質管内に水を飽和させ、この管内の水圧を負圧と
して、多孔質管の接する土壌水の負圧と管内負圧との差
によって灌水を行うものであり、土壌水分の制御に好適
な方式といえる。そして、従来の負圧差灌水システムに
おいては、規模の拡大により基本システムのコストは低
減される。
2. Description of the Related Art A negative pressure differential irrigation system saturates water in a porous pipe buried in soil, and uses the water pressure in the pipe as a negative pressure to determine the negative pressure of soil water in contact with the porous pipe and the negative pressure in the pipe. Irrigation is performed according to the difference, which can be said to be a suitable method for controlling soil moisture. In the conventional negative pressure differential irrigation system, the cost of the basic system can be reduced by increasing the scale.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、きわめ
て小規模な、たとえば植木鉢をこの負圧差灌水システム
により栽培管理しようとすると、極めて高価なものとな
る。すなわち、連続的にこのシステムを維持するために
は、発生する遊離空気の除去が必須となるため、常時ポ
ンプにより水を流通循環させることが固定観念として一
般的に行なわれ、ポンプの耐用年数等の問題もあった。
However, the cultivation and management of a very small plant, for example, a flower pot, by this negative pressure differential irrigation system becomes extremely expensive. That is, in order to continuously maintain this system, it is necessary to remove generated free air. Therefore, it is a common idea that water is constantly circulated and circulated by a pump as a stereotype, and the service life of the pump, etc. There was also a problem.

【0004】[0004]

【課題を解決するための手段】そこで、本発明者は、こ
のような課題を解決し、コンパクトで安価な、かつ負圧
差灌水システムの利点を損なわないシステムを見出すべ
く、種々検討を行ない、本発明に到達した。すなわち、
本発明の要旨は上方に土壌層、その下方に貯水部を有し
てなる容器において、この土壌層中には多孔質管が埋設
され、この多孔質管内を貯水部からの水で飽和させ、多
孔質管に接する土壌水の負圧と多孔質管内の負圧との差
異により、多孔質管内の水を土壌中に毛管浸出させるよ
うに構成された負圧差灌水システムであって、該貯水部
は、第1及び第2の貯水部よりなり、その各々は多孔質
管の一端と導管で導通され、かつ第2の貯水部は、その
上端が多孔質管よりも高い位置にあるように設けられて
おり、第2の貯水部に水を供給することにより、多孔質
管と貯水部を導通する流路内の水を強制的に流動させう
るようにしてなる負圧差灌水システムにある。
The inventor of the present invention has conducted various studies in order to solve such a problem and find a system that is compact and inexpensive and does not impair the advantages of the negative pressure differential irrigation system. The invention has been reached. That is,
The gist of the present invention is that a container having a soil layer above and a water storage section below the porous layer is buried in the soil layer, and the inside of the porous pipe is saturated with water from the water storage section, A negative pressure differential irrigation system configured to cause capillary water to leach water in a porous tube into soil by a difference between a negative pressure of soil water in contact with the porous tube and a negative pressure in the porous tube, wherein the water storage unit Comprises a first and a second water reservoir, each of which is in communication with one end of a porous tube through a conduit, and wherein the second water reservoir is provided such that its upper end is at a higher position than the porous tube. The negative pressure differential irrigation system is configured such that by supplying water to the second water reservoir, the water in the flow path connecting the porous tube and the water reservoir can be forced to flow.

【0005】[0005]

【発明の実施の形態】以下、本発明を詳細に説明する。
まず、本発明においては、容器の上方に土壌層、そして
その下方に貯水部が設けられる。土壌層の土壌は、天然
土壌、及び培養土等の人工土壌が一般的であるが、有機
物を含まないものであっても本発明の負圧差灌水システ
ムにより、植物栽培に用いうるものであれば、特に制限
はない。本発明においては、常時、植物に必須の水分を
随時供給しうるので、保水層としての土壌は比較的少量
であってもよい。したがって、その分の空間を後述する
コントロール装置等の収納にあてることもできる。土壌
層の厚みは容器の大きさに応じて適宜選定しうる。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the present invention will be described in detail.
First, in the present invention, a soil layer is provided above a container, and a water storage section is provided below the soil layer. The soil of the soil layer is generally an artificial soil such as a natural soil and a culture soil, but even if it does not contain organic matter, it can be used for plant cultivation by the negative pressure differential irrigation system of the present invention. There is no particular limitation. In the present invention, since the essential water can be supplied to the plant at any time, the soil as the water retention layer may be relatively small. Therefore, the space corresponding to the space can be used for storing a control device and the like to be described later. The thickness of the soil layer can be appropriately selected according to the size of the container.

【0006】容器の形状は、各種のプランター、植木鉢
等、任意とすることができ、大きさも目的等により適宜
選ぶことができる。また、その材質も特に制限されない
が、例えばプラスチック等が好適である。本発明におい
て、上記土壌層には、多孔質管が埋設される。埋設する
深さは特に制約は無く、収納する容器の大きさ、土壌層
の厚みにもよるが、通常土壌表面から5〜50cm程度
が好ましい。浅過ぎる場合には、地表の温度の影響を受
け易く、水分が蒸発しやすい点で不利であり、深過ぎる
場合には植物の根域に水分を到達させることが困難とな
るので好ましくない。
[0006] The shape of the container can be arbitrarily selected from various planters, flowerpots, and the like, and the size can be appropriately selected according to the purpose and the like. Further, the material is not particularly limited, but, for example, plastic or the like is preferable. In the present invention, a porous tube is embedded in the soil layer. The embedding depth is not particularly limited and depends on the size of the container to be stored and the thickness of the soil layer, but is usually preferably about 5 to 50 cm from the soil surface. If it is too shallow, it is unfavorable because it is easily affected by the temperature of the ground surface and water evaporates easily. If it is too deep, it is difficult to reach the root zone of the plant, which is not preferable.

【0007】多孔質管の材料は一般には陶磁器、コンク
リート、多孔質ガラスが好ましいが、金属焼結体、ポリ
エチレン、ポリプロピレン、ゴム等のプラスチックスを
原料とした多孔質成型体、更に、フィルター材料として
利用できる素材を筒状に成型した物などが利用できる。
水蒸気や水を通過させる関係から親水性の材料または親
水化処理した素材が好ましい。これらの多孔質材料は外
径0.01〜200μm程度の範囲の孔を有することが
望ましく、これより細かい場合は使用中に目詰まりが起
こり易い上に流体の流動抵抗が大きいので水の流通性が
悪く、またこれより粗い場合には空気が流入し、負圧を
保持するのが困難となりやすい。特に望ましい孔径は
0.1〜50μm程度の範囲で、孔径分布が狭いものが
特に好適である。特に石英質の多い陶土を成型し、焼成
して得られる外径が10μm前後の筒が好ましい。
The material of the porous tube is generally preferably ceramic, concrete, or porous glass, but is preferably a metal molded product, a porous molded product made of plastics such as polyethylene, polypropylene or rubber, and a filter material. A material obtained by molding a usable material into a cylindrical shape can be used.
A hydrophilic material or a material that has been subjected to a hydrophilization treatment is preferable from the viewpoint of allowing water vapor or water to pass through. It is desirable that these porous materials have pores having an outer diameter in the range of about 0.01 to 200 μm. However, when the pressure is rougher than this, air flows in, and it becomes difficult to maintain a negative pressure. A particularly desirable pore diameter is in the range of about 0.1 to 50 μm, and a pore diameter distribution is particularly preferable. In particular, a cylinder having an outer diameter of about 10 μm obtained by molding and firing porcelain clay having a large amount of quartz is preferable.

【0008】これらの多孔質材料は通常筒状に成型して
多孔質管として利用される。その内径、肉圧、長さは特
に制約は無いが、小さ過ぎると、水が流れる際の抵抗が
大きく、大き過ぎると内部で発生したり混入した気泡を
流し出すためには多量の水を循環させることが必要とな
る。したがって、通常、内径は3〜100mm程度、好
ましくは5〜50mm、肉圧は1〜30mm程度、好ま
しくは3〜15mm、長さは特に制約は無いが、材質に
応じてセラミックスなど可撓性に乏しく、たわみ応力で
破損し易いものの場合には短めに、プラスチック材料の
ように可撓性に富むものは長くして接続箇所を少なくす
ることもできる。複数の多孔質管の接続にはポリ塩化ビ
ニル、ポリエチレンなどのチューブ、配管材料を利用す
るのが一般的であり、金属製の配管、配管接続具等を利
用するのが好都合である。
[0008] These porous materials are usually formed into a cylindrical shape and used as a porous tube. The inner diameter, wall pressure and length are not particularly limited, but if it is too small, the resistance when flowing water is large, and if it is too large, a large amount of water is circulated in order to flush out bubbles generated or mixed inside. It is necessary to make it. Therefore, usually, the inner diameter is about 3 to 100 mm, preferably 5 to 50 mm, the wall pressure is about 1 to 30 mm, preferably 3 to 15 mm, and the length is not particularly limited. Those that are poor and are easily damaged by flexural stress can be made shorter, and those that are more flexible such as plastic materials can be made longer to reduce the number of connection points. In order to connect a plurality of porous pipes, it is common to use a tube such as polyvinyl chloride or polyethylene, or a pipe material, and it is convenient to use a metal pipe, a pipe connector, or the like.

【0009】接続に際しては、内部が滑らかなチューブ
等を使用し、さらには管径が急激に変化しないようにし
て、圧損が生じにくいような配慮が好ましい。貯水部
は、上記土壌中に後述する方法で浸出させる水を貯める
ものであり、植物育成に適したものであれば、水の種類
は限定されない。この場合、必要に応じて肥料等を溶解
させておくことができる。貯水部の大きさも、容器の大
きさに応じて適宜選定しうる。本発明においては、貯水
部は第1及び第2貯水部よりなる。
At the time of connection, it is preferable to use a tube or the like having a smooth inside, and furthermore, to prevent a sudden change in the tube diameter so that pressure loss is hardly generated. The water reservoir stores water to be leached into the soil by a method described later, and the type of water is not limited as long as it is suitable for plant growth. In this case, a fertilizer or the like can be dissolved if necessary. The size of the water storage section can also be appropriately selected according to the size of the container. In the present invention, the water storage section includes the first and second water storage sections.

【0010】そして、第1の貯水部は、土壌層の下方に
設けられ、第2の貯水部は、その上端が多孔質管(中
心)よりも高い位置にあるように構成されている(第2
貯水部)。この第2貯水部は、他方の第1貯水部より容
積を小さく構成され、多孔質管の一端と導管で導通され
ていれば容器内に設けられてもよいし(図1)、容器外
に設けられていてもよい(図2)。
[0010] The first water storage section is provided below the soil layer, and the second water storage section is configured such that the upper end thereof is higher than the porous pipe (center) (second water storage section). 2
Water storage section). The second water storage portion is configured to have a smaller volume than the other first water storage portion, and may be provided in the container as long as it is electrically connected to one end of the porous tube by the conduit (FIG. 1), or may be provided outside the container. It may be provided (FIG. 2).

【0011】上端が高い位置にある第2貯水部に、多孔
質管よりも高い水位になるように水を供給することによ
り、多孔質管と貯水部を導通する流路内の水を強制的に
流動させることができる。したがって、最初の使用時に
水の流路内の気体を水とともに押し出し流路を飽水させ
ることができ、また、日常においては、適宜流路内の遊
離空気を簡単に除去することができる。水の供給を停止
すると、第2貯水部の水位は低下し二つの貯水部の水位
は、同一水位となる。
[0011] By supplying water to the second water reservoir at the upper end at a higher position so that the water level is higher than that of the porous tube, water in the flow path communicating between the porous tube and the water reservoir is forcibly removed. Can be made to flow. Therefore, the gas in the flow path of water can be pushed out together with the water at the time of first use, and the flow path can be saturated, and the free air in the flow path can be easily removed as appropriate in daily life. When the supply of water is stopped, the water level in the second water storage section decreases, and the water levels in the two water storage sections become the same water level.

【0012】図1及び2は、本発明の負圧差灌水システ
ムの一実施態様を示すものである。図1において、容器
1内に土壌層2及び貯水部3,3′が設けられており、
土壌層2中には、多孔質管4が埋設されており、多孔質
管4は、ポリ塩化ビニルチューブ5,5′により貯水部
3及び3′の水と導通されている。負圧の設定は、設計
上貯水部の水面と土壌中の多孔質管との高低差により設
定される。流路内の水を流動させるために、貯水部3′
に多孔質管より高い位置まで給水すると一時的に正圧に
なっても給水終了とともに負圧状態にもどり、過供給分
は速やかに排出されることになる(6:水位)。図2
は、貯水部3′を、容器1の外部に設け、全体を外カバ
ー7内に収納した場合の一実施態様を示す。
FIGS. 1 and 2 show one embodiment of the negative pressure differential irrigation system of the present invention. In FIG. 1, a soil layer 2 and water storage portions 3, 3 'are provided in a container 1,
A porous tube 4 is buried in the soil layer 2, and the porous tube 4 is in communication with water in the water storage portions 3 and 3 'by polyvinyl chloride tubes 5, 5'. The setting of the negative pressure is set by the height difference between the water surface of the reservoir and the porous pipe in the soil by design. In order to make the water in the flow path flow, the water storage section 3 ′
If the water is supplied to a position higher than the porous pipe, even if the pressure temporarily becomes positive, it returns to the negative pressure state at the end of the water supply, and the excess supply is immediately discharged (6: water level). FIG.
Shows an embodiment in which the water storage section 3 ′ is provided outside the container 1 and the whole is stored in the outer cover 7.

【0013】[0013]

【発明の効果】本発明によれば、コンパクトで安価な負
圧差灌水システムを得ることができる。すなわち、負圧
差灌水栽培の長所を生かし、かつ灌水の労力や過灌水の
害を防ぎ、植物栽培の容易化を達成しうる。
According to the present invention, a compact and inexpensive negative pressure differential irrigation system can be obtained. In other words, the advantages of negative pressure differential irrigation cultivation can be utilized, the labor of irrigation and the harm of over-irrigation can be prevented, and plant cultivation can be facilitated.

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

【図1】本発明の負圧差灌水システムの一実施態様を示
す図である。
FIG. 1 is a diagram showing one embodiment of a negative pressure differential irrigation system of the present invention.

【図2】本発明の負圧差灌水システムの一実施態様を示
す図である。
FIG. 2 is a diagram showing one embodiment of a negative pressure differential irrigation system of the present invention.

【符号の説明】[Explanation of symbols]

1 容器 2 土壌層 3,3′ 貯水部 4 多孔質管 5,5′ チューブ 6 水位 7 外カバー DESCRIPTION OF SYMBOLS 1 Container 2 Soil layer 3, 3 'Water storage part 4 Porous pipe 5, 5' tube 6 Water level 7 Outer cover

───────────────────────────────────────────────────── フロントページの続き (72)発明者 山本 隆晴 福岡県北九州市八幡西区黒崎城石1番1号 三菱化学株式会社黒崎事業所内 Fターム(参考) 2B027 NC02 NC08 NC12 NC16 NC17 NC18 NC24 NC42 NC56 ND01 QC18 QC25 QC35 RA27 UA03 UA09 UA10 UA15  ────────────────────────────────────────────────── ─── Continuing from the front page (72) Takaharu Yamamoto 1-1, Kurosaki Castle Stone, Yawatanishi-ku, Kitakyushu City, Fukuoka Prefecture F-term (reference) 2B027 NC02 NC08 NC12 NC16 NC17 NC18 NC24 NC42 NC56 ND01 QC18 QC25 QC35 RA27 UA03 UA09 UA10 UA15

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 上方に土壌層、その下方に貯水部を有し
てなる容器において、この土壌層中には多孔質管が埋設
され、この多孔質管内を貯水部からの水で飽和させ、多
孔質管に接する土壌水の負圧と多孔質管内の負圧との差
異により、多孔質管内の水を土壌中に毛管浸出させるよ
うに構成された負圧差灌水システムであって、該貯水部
は、第1及び第2の貯水部よりなり、その各々は多孔質
管の一端と導管で導通され、かつ第2の貯水部は、その
上端が多孔質管よりも高い位置にあるように設けられて
おり、第2の貯水部に水を供給することにより、多孔質
管と貯水部を導通する流路内の水を強制的に流動させう
るようにしてなる負圧差灌水システム。
1. A container having an upper soil layer and a lower water storage section, wherein a porous pipe is buried in the soil layer, and the inside of the porous pipe is saturated with water from the water storage section. A negative pressure differential irrigation system configured to cause capillary water to leach water in a porous tube into soil by a difference between a negative pressure of soil water in contact with the porous tube and a negative pressure in the porous tube, wherein the water storage unit Comprises a first and a second water reservoir, each of which is in communication with one end of a porous tube through a conduit, and wherein the second water reservoir is provided such that its upper end is at a higher position than the porous tube. A negative pressure differential irrigation system configured to supply water to the second water storage unit, thereby forcibly flowing water in a flow path that connects the porous tube and the water storage unit.
JP28249798A 1998-10-05 1998-10-05 Negative pressure differential irrigation system Expired - Fee Related JP4173228B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28249798A JP4173228B2 (en) 1998-10-05 1998-10-05 Negative pressure differential irrigation system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28249798A JP4173228B2 (en) 1998-10-05 1998-10-05 Negative pressure differential irrigation system

Publications (2)

Publication Number Publication Date
JP2000106771A true JP2000106771A (en) 2000-04-18
JP4173228B2 JP4173228B2 (en) 2008-10-29

Family

ID=17653216

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28249798A Expired - Fee Related JP4173228B2 (en) 1998-10-05 1998-10-05 Negative pressure differential irrigation system

Country Status (1)

Country Link
JP (1) JP4173228B2 (en)

Cited By (1)

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Publication number Priority date Publication date Assignee Title
CN109392400A (en) * 2018-11-22 2019-03-01 中国农业科学院农业资源与农业区划研究所 A kind of Negative pressure irrigation water system for greenhouse field

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5286205B2 (en) * 2009-09-07 2013-09-11 有限会社ジーアンドエフコーポレーション Watering method to soil

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109392400A (en) * 2018-11-22 2019-03-01 中国农业科学院农业资源与农业区划研究所 A kind of Negative pressure irrigation water system for greenhouse field
CN109392400B (en) * 2018-11-22 2023-09-22 中国农业科学院农业资源与农业区划研究所 Negative pressure irrigation water supply system for greenhouse fields

Also Published As

Publication number Publication date
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