JP2003225684A - Soil infiltration system sewage cleaning apparatus of capillary water collection and recovery type - Google Patents

Soil infiltration system sewage cleaning apparatus of capillary water collection and recovery type

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Publication number
JP2003225684A
JP2003225684A JP2002064522A JP2002064522A JP2003225684A JP 2003225684 A JP2003225684 A JP 2003225684A JP 2002064522 A JP2002064522 A JP 2002064522A JP 2002064522 A JP2002064522 A JP 2002064522A JP 2003225684 A JP2003225684 A JP 2003225684A
Authority
JP
Japan
Prior art keywords
water
soil
lid
gutter
shaped
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.)
Pending
Application number
JP2002064522A
Other languages
Japanese (ja)
Inventor
Shoji Sato
昭二 佐藤
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.)
CHISUISHA KK
Original Assignee
CHISUISHA KK
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 CHISUISHA KK filed Critical CHISUISHA KK
Priority to JP2002064522A priority Critical patent/JP2003225684A/en
Publication of JP2003225684A publication Critical patent/JP2003225684A/en
Pending legal-status Critical Current

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Classifications

    • 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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

<P>PROBLEM TO BE SOLVED: To provide a soil infiltration system sewage cleaning apparatus of a capillary water collection and recovery type which is excellent in structural strength and is capable of stably maintaining high cleaning capability and efficiently recovering and recycling water after cleaning treatment while effectively utilizing the advantages of an existing sewage cleaning method by the soil capillary infiltration and bioreaction having excellent energy saving properties. <P>SOLUTION: A square box-like block 4 which has a robust skeleton of a ribbed section to improve air permeability and water collection efficiency and internally has a space to permit packing of filter media is installed within a water collection vessel 5 and a folded plate-like cap 2 having a section of a trapezoidal shape formed by side walls provided with a plurality of slit-like openings allowing the easy infiltration of the inflowing sewage into the soil 7 and a top surface arrayed with a plurality of apertures for gas venting and a trough 1 and a cut-off cap 3 are arranged in the block, by which these are securely supported, the structure strength is enhanced, the caving deformation by the pressure of the covering soil generated after embedment is prevented and the high cleaning capability is stably exhibited even under an increasing load. <P>COPYRIGHT: (C)2003,JPO

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、構造的強度に優
れ、汚水に対して高い浄化性能を有し、浄化処理済みの
水を再回収してリサイクルの用に供する毛管集水回収型
の土壌浸潤式汚水浄化装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a capillary water collection type soil having excellent structural strength, high purification performance for sewage, and recollecting purified water for recycling. The present invention relates to an infiltration type wastewater purification device.

【0002】[0002]

【従来の技術】従来から浄化槽による汚水処理後の排水
の放流先が得られない場合や、汚水の浄化処理能力を備
えた放流手段として、複数の穴をあけた樹脂製のパイプ
または浸透性材質のパイプを地表下1m以内の深度に水
平設置して埋設し、汚水を土壌中へ浸潤させながら浄化
を行いつつ、地下へ浸透放流する毛管浸潤式トレンチが
利用されており、一部には浸透放流を促進し浄化と放流
の能力を強化する為にトレンチの下部に排水用パイプを
設置し水の排出を促す構造を備える物もある。
2. Description of the Related Art Conventionally, when a discharge destination of wastewater after treatment of wastewater by a septic tank cannot be obtained, or as a discharge means having the ability to purify wastewater, a resin pipe or a permeable material having a plurality of holes The pipe is installed horizontally at a depth of less than 1m below the surface of the earth and buried, and the capillary infiltration trench is used to infiltrate into the underground while purifying it while infiltrating sewage into the soil. Some have a structure that installs a drainage pipe at the bottom of the trench to promote water discharge and enhances the ability of purification and discharge.

【0003】[0003]

【発明が解決しようとする課題】従来から実用化されて
いる毛管浸潤トレンチは、複数の穴をあけた樹脂製また
は浸透性材質のパイプを、水平に配置した支持骨材上に
固定し埋設する構造である為に被覆土壌の圧力による陥
没変形が生じやすい。一旦、陥没変形が生じると流入し
た汚水の管内レベルは不均等となり滞留が生じ、外部か
らの円滑な汚水流入が困難となり土壌中への浸潤能力も
低下し本来の処理能力が損なわれる。更に陥没が進行す
るとパイプの穴部分から破断する等の事故も発生する。
この構造上の脆弱性はトレンチの下部に設置した排水用
パイプにおいても同様である。
In the conventional capillary infiltration trench, a pipe made of resin or permeable material having a plurality of holes is fixed and buried on a horizontally arranged supporting aggregate. Due to the structure, the cover soil is likely to be depressed due to pressure. Once the depression deformation occurs, the level of the inflowing sewage in the pipe becomes uneven, and the stagnation occurs, making it difficult to smoothly inflow the sewage from the outside, reducing the infiltration ability into the soil and impairing the original treatment capacity. If the depression further progresses, an accident such as breakage from the hole of the pipe may occur.
This structural vulnerability also applies to the drainage pipe installed at the bottom of the trench.

【0004】一方、従来の円筒状断面のパイプを上部開
放した容器の側壁内面の高さ以内に収納する構造では、
汚水流入量が急増した場合はパイプ全体が容器内にて水
没状態となる。そこでパイプ上部の一部が容器の側壁内
面の上辺より高くなるようにパイプ内径を拡大すると、
今度は容器の側壁内面とパイプ外壁面に挟まる浸潤可能
な容積が狭くなるため容易に飽和状態となって浸潤は停
止し、パイプ外周と周囲土壌の接する面周辺では嫌気反
応が促進して、嫌気性微生物膜の発生による目詰まり現
象を引き起こす。このように従来構造では容器の幅と側
壁の高さおよびパイプ内径寸法の条件で処理能力が制限
される事となる。
On the other hand, in the conventional structure in which a pipe having a cylindrical cross section is housed within the height of the inner surface of the side wall of the container whose upper part is opened,
If the amount of sewage inflow increases rapidly, the entire pipe will be submerged in the container. Therefore, if you expand the pipe inner diameter so that part of the upper part of the pipe is higher than the upper side of the inner surface of the side wall of the container,
This time, the volume that can be infiltrated between the inner surface of the side wall of the container and the outer wall surface of the pipe becomes narrower, so that it easily becomes saturated and the infiltration stops, and the anaerobic reaction is promoted around the surface where the outer circumference of the pipe and the surrounding soil contact, and Causes a clogging phenomenon due to the formation of a microbial film. Thus, in the conventional structure, the processing capacity is limited by the conditions of the width of the container, the height of the side wall, and the inner diameter of the pipe.

【0005】一旦、汚水流入量が処理能力の限界を超え
パイプ内に汚水が滞留すると、汚水中では微生物による
汚濁物質の分解が進行し二酸化炭素等のガスが発生す
る。このガスはパイプ内の上部に溜まり、パイプ内に滞
留する汚水と土壌が接する面積を減少させると同時に、
ガスの圧力により汚水流入を妨げる等の深刻な連鎖的機
能障害が生じる。
Once the amount of sewage inflow exceeds the limit of treatment capacity and the sewage accumulates in the pipe, decomposition of pollutants by microorganisms proceeds in the sewage to generate gas such as carbon dioxide. This gas accumulates in the upper part of the pipe, reducing the area where the wastewater and soil that stays in the pipe contact,
The gas pressure causes serious chain dysfunction such as blocking the inflow of sewage.

【0006】また、近年は環境保護の観点から、毛管浸
潤トレンチにより浄化処理を行った後の環境基準に適合
する水質であっても、漫然と土壌中に浸透放流する事自
体が地下水の水質保全の為には好ましくないとの意見も
あり、更なる浄化性能の向上と併せて環境への放流量を
最小限に抑制する事が求められる状況である。一方、企
業等では汚水を浄化した後に雑用水としてリサイクル利
用が可能な汚水浄化装置が求められている。
[0006] In recent years, from the viewpoint of environmental protection, even if the water quality meets the environmental standards after the purification treatment by the capillary infiltration trench, the fact that the water is loosely permeated and released into the soil itself is a conservation of water quality. There is also an opinion that it is not desirable for this reason, and it is a situation that it is required to minimize the amount of discharge to the environment together with further improvement of purification performance. On the other hand, companies and the like are demanding a sewage purification device that can be recycled as miscellaneous water after sewage is purified.

【0007】以上のような状況を踏まえ、浄化に要する
エネルギーが最小限で済む事が知られている土壌中の毛
管浸潤と土壌生物層による汚水浄化方法の利点を活かし
ながら、構造的な強度に優れ、安定的に高い浄化能力を
維持でき、浄化処理後の水を効率的に回収し再利用でき
る毛管集水回収型の土壌浸潤式汚水浄化装置の提供を課
題とする。
Based on the above circumstances, it is known that the energy required for purification is known to be minimal, and the structural strength is improved while taking advantage of the method of purifying sewage by soil infiltration and soil infiltration of soil. An object of the present invention is to provide a capillary water collection type soil infiltration type sewage purification device which is excellent and can stably maintain a high purification capacity, and can efficiently collect and reuse the purified water.

【0008】[0008]

【課題を解決するための手段】本発明は、このような課
題を解決するために、土壌中及び水中で分解しない非透
水性材質により製作されリブ状断面の剛骨格と側壁面に
開口を有し通気性と集水効率を向上させ濾材の充填が可
能な空間を内部に有し折板状の蓋および折板状の蓋およ
び止水蓋の下部に設置してこれらを構造的に支持する箱
状ブロックを設置して、内部に流入させた汚水が外へ向
け通過できるスリット状開口を複数備える側壁と複数の
ガス抜きのための開孔を列した上面を有して樋の長辺両
側壁の底辺へ接するように樋内へ被せることにより上面
の位置が樋の側壁上辺より高い台形状断面の空間を形成
する金属製または樹脂製または陶磁器製による折板状の
蓋および樋および止水蓋を組上げて配置する事で、構造
的な強度を高め折板状の蓋などの埋設物を強固に支持で
きるようにした。これにより被覆土壌の圧力による陥没
変形を防止し、流入汚水の処理負荷増大が生じても高い
浄化能力を安定して発揮させる。また同時に、集水容器
内に四角の箱状ブロックを設置し充填材を充填する事に
より、土壌中を浸潤し浄化された水が浸透して集水され
る過程で、充填材と接触酸化および濾過させる事で浄化
処理を更に進行させる事で浄化能力を高めリサイクルの
実用に供するための回収効率を大幅に向上させる。
In order to solve such a problem, the present invention has a rigid skeleton having a rib-like cross section and an opening in a side wall surface which is made of a water impermeable material that does not decompose in soil and water. It has a space inside which improves the air permeability and water collection efficiency and can be filled with a filter medium, and is installed under the folded plate-like lid and the folded plate-like lid and the water stop lid to structurally support them. A box-shaped block is installed and has a side wall with a plurality of slit-shaped openings through which sewage that flows inside can pass outward and an upper surface with a plurality of openings for venting gas. Folded plate-shaped lid and gutter and water stop made of metal, resin, or ceramic whose upper surface forms a trapezoidal cross-section space that is higher than the upper side of the side wall of the gutter by covering the bottom of the wall inside the gutter By assembling and arranging the lids, the structural strength is increased and folded. The buried objects such as Jo lid was to be firmly supported. As a result, the depression deformation due to the pressure of the coated soil is prevented, and even if the processing load of the inflowing sewage increases, a high purification capacity is stably exhibited. At the same time, a square box-shaped block is installed in the water collection container and filled with the filler, so that the filler and the contact oxidation during the process of infiltrating the soil and infiltrating the purified water to collect water. By further purifying by filtering, the purification capacity is enhanced and the recovery efficiency for practical use of recycling is greatly improved.

【0009】[0009]

【実施例】図1は本発明の毛管集水回収型の土壌浸潤式
汚水浄化装置の構成を示す断面図である。図2は図1の
構成を斜視図にて示している。図3は本発明の折板状の
蓋2の斜視図である。図4は本発明の箱状ブロック4の
斜視図である。以下、図1,図2,図3,図4において
説明する。
1 is a cross-sectional view showing the construction of a capillary water collection and recovery type soil infiltration type sewage treatment apparatus of the present invention. FIG. 2 shows the configuration of FIG. 1 in a perspective view. FIG. 3 is a perspective view of the folded plate-shaped lid 2 of the present invention. FIG. 4 is a perspective view of the box-shaped block 4 of the present invention. Hereinafter, description will be given with reference to FIGS. 1, 2, 3 and 4.

【0010】1は土壌中及び水中で分解しない非透水性
材質により製作され両端が側壁で閉じ上面が開放された
樋で、その側壁の何れか一つには汚水を流入させるため
の開口を設ける。2はスリット状開口を複数備える側壁
とガス抜きのため複数の開孔を列した上面を有し、樋の
長辺両側壁の底辺へ接するように樋内へ被せて上面の位
置が樋の側壁上辺より高い台形状の断面の空間12を形
成するために金属または樹脂または陶磁器などで製作し
た折板状の蓋である。3は土壌中及び水中で分解しない
非透水性材質で製作され下面が開放された箱状断面を有
する止水蓋である。
Reference numeral 1 is a gutter made of a water-impermeable material that does not decompose in soil and water, and has both ends closed by side walls and an open upper surface. One of the side walls is provided with an opening for inflowing sewage. . 2 has a side wall provided with a plurality of slit-shaped openings and a top surface in which a plurality of openings are arranged for degassing, and is placed in the gutter so as to contact the bottom sides of both long side walls of the gutter so that the position of the top surface is the side wall of the gutter It is a folded plate-shaped lid made of metal, resin, ceramics or the like to form a trapezoidal cross-section space 12 higher than the upper side. Reference numeral 3 is a water-stop lid made of a water-impermeable material that does not decompose in soil and water and having a box-shaped cross section with an open lower surface.

【0011】4は土壌中及び水中で分解しない非透水性
材質により製作されリブ状断面の剛骨格と側壁面に開口
を有し通気性と集水効率を向上させ、濾材の充填が可能
な空間を内部に有し、折板状の蓋および折板状の蓋およ
び止水蓋の下部に設置してこれらを構造的に支持する箱
状ブロックである。5は土壌中及び水中で分解しない非
透水性の樹脂膜により製作され上面が開放され側壁面底
辺部に集水された水の汲み出し口9を一ヶ所以上設けた
箱状断面を有する集水容器である。
4 is a space made of a water-impermeable material that does not decompose in soil and water, has a rigid skeleton with a rib-shaped cross section and has an opening in the side wall surface to improve air permeability and water collection efficiency, and a space in which a filter medium can be filled. It is a box-shaped block that has, inside, and is installed under the folded plate-shaped lid and the folded plate-shaped lid and the water blocking lid to structurally support them. Reference numeral 5 is a water collection container having a box-shaped cross section, which is made of a water-impermeable resin film that does not decompose in soil or water and has an open top surface and one or more pumping outlets 9 for collecting water at the bottom of the side wall surface. Is.

【0012】6は微細多孔質構造を有し土壌中及び水中
で分解しない材質により製作された球状叉はペレット状
の充填材である。7は腐植土またはバイオ砂または畑土
等の通気性と浸潤力に富み微生物の活動環境として適す
る複数の土類を配合し土壌中の微生物および小動物によ
る汚水の浄化力を強化改良した人工土壌である。8は集
水容器5内に配置した折板状の蓋2および箱状ブロック
4および充填材6を覆い人工土壌7との間に敷設し毛管
現象を誘導して浸潤性を高める網である。
Reference numeral 6 is a spherical or pellet-shaped filler made of a material having a fine porous structure and not decomposed in soil or water. 7 is an artificial soil such as humus soil, bio-sand or upland soil, which is mixed with a plurality of soils which are rich in air permeability and infiltration ability and are suitable for the activity environment of microorganisms, to enhance the purification ability of sewage water by microorganisms and small animals in the soil. is there. Reference numeral 8 denotes a net that covers the folded plate-shaped lid 2 and the box-shaped block 4 and the filler 6 arranged in the water collecting container 5 and lays it between the artificial soil 7 and induces a capillary phenomenon to enhance the infiltration property.

【0013】図1に示すように樋1の内部へ折板状の蓋
2を被せることにより人工土壌7によって埋設した後は
堅牢な台形状の断面の空間12を形成する。樋内部へ流
入した汚水は、この空間内を流れることにより樋の先端
まで均等且つ速やかに行き渡る事ができる。図3に示す
ように折板状の蓋2は空間12の側壁面と上面の形成を
担い、蓋2の側壁面には縦方向を長辺とするスリット状
の開口11を複数均等に配している。図1に示すよう
に、空間12内に流れ込んだ汚水は、スリット状の開口
11から、これを覆う網8を容易に通過し毛管誘導によ
って周囲の人工土壌7の中へ浸潤して行く。
As shown in FIG. 1, a folded plate-shaped lid 2 is placed on the inside of a gutter 1 to form a space 12 having a robust trapezoidal cross section after being buried in an artificial soil 7. The sewage that has flowed into the gutter can flow evenly and quickly to the tip of the gutter by flowing in this space. As shown in FIG. 3, the folded plate-shaped lid 2 is responsible for forming the side wall surface and the upper surface of the space 12, and the side wall surface of the lid 2 is provided with a plurality of slit-shaped openings 11 whose long sides extend in the vertical direction. ing. As shown in FIG. 1, the sewage flowing into the space 12 easily passes through the mesh 8 covering the slit-shaped opening 11 and infiltrates into the surrounding artificial soil 7 by the capillary guide.

【0014】人工土壌7の断面は浸潤が進行する方向に
対して広がっているので、浸潤により汚水を保持しなが
ら浄化するに要する土壌容積が充分確保される。また、
空間12内の汚水水位が急激に変動した場合には、常に
スリット状の開口11は均等に水量負荷を負担するの
で、短時間の流量負荷変動時も緩衝的に浄化性能を維持
することができる。図1の断面に示すとおり折板状の蓋
2の上面位置は樋の側壁上辺より高くなっており台形状
の断面空間12を形成するので、樋の側壁内側の空間内
に汚水が満水の状態となってもスリット状開口11の上
部と上面の開孔部分が樋の側壁内側よりも高い位置にあ
るため、水没状態に至っても浄化機能を失う事がなく、
発生したガスも容易に排気される。このように処理能力
低下による障害発生を防止でき安定した浄化能力を発揮
できる。
Since the cross section of the artificial soil 7 is widened in the direction of infiltration, the soil volume required for purification while holding sewage is secured by infiltration. Also,
When the sewage water level in the space 12 suddenly changes, the slit-shaped opening 11 always bears the water amount load evenly, so that the purification performance can be buffered even when the flow rate load changes for a short time. . As shown in the cross section of FIG. 1, the top surface position of the folded plate-shaped lid 2 is higher than the upper side of the side wall of the gutter and forms a trapezoidal cross-sectional space 12. Therefore, the space inside the side wall of the gutter is filled with dirty water. However, since the upper part of the slit-shaped opening 11 and the opening part of the upper surface are located higher than the inside of the side wall of the gutter, the purifying function is not lost even when the submerged state is reached.
The generated gas is also easily exhausted. In this way, it is possible to prevent the occurrence of troubles due to the reduction in processing capacity, and to exert stable purification capacity.

【0015】止水蓋3は土壌中及び水中で分解しない非
透水性材質により製作され下面が開放された箱状断面を
有し、箱状ブロック4内へ汚水が重力浸透により浄化が
不十分な状態で流れ込む事を防止する。箱状ブロック4
は土壌中及び水中で分解しない非透水性材質により製作
されリブ状断面の剛骨格により高い剛性と軽量化を図っ
ている。側壁面には大きく開口しており通気性を確保す
ることにより微生物反応を活性化し集水効率を向上させ
る濾材の充填が可能な空間を内部に有する。更に樋1お
よび折板状の蓋2および止水蓋3の下部に設置して、こ
れらを構造的に強固に支持する。
The water-stop lid 3 is made of a water-impermeable material that does not decompose in soil or water and has a box-shaped cross-section with an open lower surface. Prevent it from flowing in the state. Box-shaped block 4
Is made of a non-permeable material that does not decompose in soil and water, and has a rigid skeleton with a rib-shaped cross section for high rigidity and weight reduction. The side wall has a large opening and has a space inside which can be filled with a filter medium that activates a microbial reaction by ensuring air permeability and improves water collection efficiency. Further, they are installed under the gutter 1, the folded plate-shaped lid 2 and the water blocking lid 3 to firmly support them structurally.

【0016】集水容器5は土壌中及び水中で分解しない
非透水性の樹脂膜により製作されており、上面が開放さ
れ側壁面の底辺部には集水された水の汲み出し口9を一
ヶ所以上設けた箱状の断面を有する集水容器である。充
填材6は微細多孔質構造を有し土壌中及び水中で分解し
ない材質により製作された球状叉はペレット状であり、
人工土壌の下部に充填する事で、浸潤作用空間の密度を
下げて集水速度を速めると同時に、素材の微細多孔質構
造が微生物による浄化反応を促進するリアクター層とし
て機能する。
The water collecting container 5 is made of a water-impermeable resin film that does not decompose in soil and water, and has an open top surface and a pumping port 9 for collecting collected water at the bottom of the side wall. It is a water collecting container having a box-shaped cross section provided as described above. The filler 6 has a fine porous structure and is spherical or pellet-shaped, and is made of a material that does not decompose in soil or water.
By filling the lower part of the artificial soil, the density of the infiltration space is reduced to increase the water collection rate, and at the same time, the microporous structure of the material functions as a reactor layer that promotes the purification reaction by microorganisms.

【0017】人工土壌7は本発明における水質浄化原理
であり一般に既知である土壌浄化法に不可欠な材料であ
る。本発明では特に毛管誘導と浸潤力に富み、土壌中の
生物層による汚濁物質の分解反応が有効に維持される土
壌環境へ装置を埋設する。そのため人為的に腐植土また
はバイオ砂または畑土等の通気性と浸潤力に富む複数の
土類を配合し、土壌中の微生物および小動物による汚水
の浄化力を強化した人工土壌7を使用する。
The artificial soil 7 is a principle of water purification in the present invention and is an essential material for the generally known soil purification method. In the present invention, the device is embedded in a soil environment which is particularly rich in capillary induction and infiltration ability and in which the decomposition reaction of pollutants by the biolayer in the soil is effectively maintained. Therefore, artificial soil 7 is artificially mixed with a plurality of soils such as humus soil, bio-sand, upland soil, etc., which are rich in air permeability and infiltration ability, and the purification ability of sewage by microorganisms and small animals in the soil is enhanced.

【0018】網8は集水容器5内に配置した折板状の蓋
2および箱状ブロック4および充填材6を覆い人工土壌
7との間に敷設して、土壌が夫々の空間内に崩落したり
埋没させる事を防止すると同時に、スリット状の開口1
1の部分にては汚水を毛管現象に誘導して浸潤を促進さ
せる効果を有する。
The mesh 8 covers the folded plate-shaped lid 2 and the box-shaped block 4 and the filling material 6 arranged in the water collecting container 5 and is laid between the mesh 8 and the artificial soil 7 so that the soil collapses in each space. Slit-shaped opening 1 at the same time to prevent burrowing and burial
Part 1 has the effect of inducing sewage into a capillary phenomenon to promote infiltration.

【0019】本発明は、図1および図2に示す、集水容
器5を長方形に掘削した空壕の床および全壁面に接して
敷設し、網8にて外周を覆った箱状ブロック4を集水容
器5の内部底辺中央部に配置し、続いて集水容器5の内
側壁面との間に充填材6を充填してその上面を網8によ
り被覆し、箱状ブロック4の上面に止水蓋3を被せた後
に樋1を設置し、その内部底面に網8にて被覆した折板
状の蓋2を格納した後に、人工土壌を充填し地下埋設し
てなり、樋1の内部に格納された折板状の蓋2へ導入し
た汚水を、スリット状の開口11より網8を通して毛管
現象により樋1の側壁を越えながら周辺に充填されてい
る人工土壌7の中へ連続的に浸潤させて、人工土壌中で
浄化処理を行いながら集水容器5内に設置した箱状ブロ
ック4内の空間および充填材6の層へ浸透させて更なる
浄化処理を行いつつ集水容器5の底部に処理済みの水を
集水し、容器壁面底辺部の汲み出し口9より取水して再
利用できるようにした。
According to the present invention, a box-shaped block 4 shown in FIGS. 1 and 2 is constructed by laying a water collecting container 5 in contact with the floor and all wall surfaces of a rectangular trench excavated and covering the outer periphery with a net 8. It is arranged at the center of the inner bottom side of the water collecting container 5, and subsequently, a filling material 6 is filled between the water collecting container 5 and the inner wall surface of the water collecting container 5 and the upper surface thereof is covered with a net 8 to stop the upper surface of the box-shaped block 4. The gutter 1 is placed after covering with the water lid 3, and the folded plate-shaped lid 2 covered with the net 8 is stored on the inner bottom surface of the gutter 1, and then the artificial soil is filled and buried underground. The sewage introduced into the stored folded plate-shaped lid 2 is continuously infiltrated through the slit-shaped opening 11 through the net 8 into the artificial soil 7 filled in the periphery while crossing the side wall of the gutter 1 by the capillary phenomenon. Then, the space inside the box-shaped block 4 installed in the water collection container 5 while performing the purification treatment in the artificial soil. So that the treated water is collected at the bottom of the water collecting container 5 while permeating into the layer of the filler 6 and further purification treatment, and is taken from the pumping port 9 at the bottom of the wall surface of the container for reuse. did.

【0020】[0020]

【発明の効果】本発明による装置は、集水容器の内部
に、リブ状断面の剛骨格を有し通気性と集水効率を向上
させ濾材の充填が可能な空間を内部に有する四角の箱状
ブロックを設置し、流入した汚水が土壌中へ容易に浸潤
できるスリット状開口を複数備える側壁と複数のガス抜
きのための開孔を列した上面によって形成する台形状の
断面を有する折板状の蓋および樋および止水蓋を配置す
る事により、土壌中に於いてこれらを強固に支持する事
が可能となり構造的な強度を高めることが出来るので、
埋設した後に生じる被覆土壌の圧力による陥没変形が防
止でき、負荷増大時にあっても高い浄化能力を安定して
発揮でき優れている。
The device according to the present invention is a rectangular box having a rigid skeleton with a rib-shaped cross section inside the water collecting container, and having a space inside which can improve the air permeability and the water collecting efficiency and can be filled with a filter medium. -Shaped plate with a trapezoidal cross section formed by a side wall with a plurality of slit-shaped openings that can easily infiltrate the soil into the soil and an upper surface with a plurality of openings for venting gas. By arranging the lid, gutter, and water shut lid, it is possible to firmly support them in the soil and increase the structural strength,
It is possible to prevent depression deformation due to the pressure of the coated soil that occurs after burial, and it is possible to stably exhibit a high purification capacity even when the load increases, which is excellent.

【0021】集水容器内に四角の箱状ブロックを設置し
充填材を充填する事により、土壌中を浸潤し浄化された
水を浸透し集水される過程で更に充填材と接触酸化させ
る事で、従来技術に比較して浄化能力が向上しリサイク
ルの実用に供するための回収効率に優れている。実例と
して、本発明を実証実験した結果において、陥没は全く
生じること無く、初期の処理負荷容量の設計値に対し1
0分間当り150%の過負荷運転時にも性能は維持され
ており、一般の合併浄化槽への流入原水濃度として通常
設定されるBOD(生物化学的酸素要求量)=200
(mg/L)前後の汚水を、同1(mg/L)程度まで
浄化しながら連続的に再回収する事ができ、課題を解決
でき優れている。
By installing a rectangular box-shaped block in the water collecting container and filling the filling material, infiltrated and purified water is infiltrated into the soil and is further contact-oxidized with the filling material in the process of collecting water. Therefore, the purification capacity is improved as compared with the conventional technique, and the recovery efficiency for practical use of recycling is excellent. As an actual example, in the result of the proof experiment of the present invention, no depression occurs, and it is 1 with respect to the design value of the initial processing load capacity.
Performance is maintained even during 150% overload operation for 0 minutes, and BOD (biochemical oxygen demand) = 200, which is usually set as the concentration of raw water flowing into general combined septic tanks.
Sewage water before and after (mg / L) can be continuously recollected while purifying to about 1 (mg / L), which is an excellent solution to the problem.

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

【図1】本発明の断面図である。1 is a cross-sectional view of the present invention.

【図2】本発明の斜視図である。FIG. 2 is a perspective view of the present invention.

【図3】本発明の折板状の蓋2の斜視図である。FIG. 3 is a perspective view of a folded plate-shaped lid 2 of the present invention.

【図4】本発明の箱状ブロック4の斜視図である。FIG. 4 is a perspective view of the box-shaped block 4 of the present invention.

【符号の説明】 1 … 樋 2 … 折板状の蓋 3 … 止水蓋 4 … 箱状ブロック 5 … 集水容器 6 … 充填材 7 … 人工土壌 8 … 網 9 … 汲み出し口 10 … ガス抜きのための開孔 11 … スリット状の開口 12 … 台形状断面の空間[Explanation of symbols] 1 ... gutter 2… Folded plate lid 3… Water lid 4… Box-shaped block 5… Water collection container 6 ... Filling material 7… Artificial soil 8… Net 9… Pumping outlet 10 ... Opening hole for degassing 11… Slit-shaped opening 12 ... Space of trapezoidal cross section

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】土壌中及び水中で分解しない非透水性材質
により製作されて両端の側壁で閉じ上面が開放された
樋、内部に流入させて汚水が外へ向け通過できるスリッ
ト状開口を複数備える側壁と複数のガス抜きのための開
孔を列した上面を有して樋の長辺両側壁の底辺へ接する
ように樋内へ被せることにより上面の位置が樋の側壁上
辺より高い台形状断面の空間を形成する金属製または樹
脂製または陶磁器製による折板状の蓋、土壌中及び水中
で分解しない非透水性材質により製作され下面が開放さ
れた箱状断面を有する止水蓋、土壌中及び水中で分解し
ない非透水性材質により製作されリブ状断面の剛骨格と
側壁面に開口を有し通気性と集水効率を向上させ濾材の
充填が可能な空間を内部に有し折板状の蓋および折板状
の蓋および止水蓋の下部に設置してこれらを構造的に支
持する箱状ブロック、土壌中及び水中で分解しない非透
水性の樹脂膜により製作され上面が開放され側壁面底辺
部に集水された水の汲み出し口を一以上持ち箱状断面を
有する集水容器、微細多孔質構造を有し土壌中及び水中
で分解しない材質により製作された球状叉はペレット状
の充填材、腐植土またはバイオ砂または畑土等の通気性
と浸潤力に富み微生物の活動環境として適する複数の土
類を配合し土壌中の微生物および小動物による汚水の浄
化力を強化改良した人工土壌、集水容器の内に配置した
折板状の蓋および箱状ブロックおよび充填材を覆い人工
土壌との間に敷設し毛管現象を誘導して浸潤性を高める
網、を備えてなることを特徴とする毛管集水回収型の土
壌浸潤式汚水浄化装置。
1. A gutter made of a water-impermeable material that does not decompose in soil or water and having side walls closed at both ends and an open upper surface, and a plurality of slit-shaped openings through which sewage can pass outwardly. Trapezoidal cross section where the upper surface is higher than the upper side of the side wall of the gutter by covering the long side of the gutter in the gutter so that it touches the bottoms of both side walls. Metal- or resin- or ceramic-made lid that forms the space of, a water-stop lid with a box-shaped cross-section with an open bottom made of a water-impermeable material that does not decompose in soil and water Also, it is made of non-permeable material that does not decompose in water. It has a rigid skeleton with a rib-shaped cross section and an opening in the side wall surface. It has a space inside which can improve the air permeability and water collection efficiency and can be filled with filter media. Of lid and folded plate-shaped lid and water-stop lid Box-shaped block that is installed on the floor to support them structurally, a water-impermeable resin film that does not decompose in soil and water, and has an open top surface that allows the outlet for the collected water to be collected at the bottom of the side wall surface. One or more water collection container with box-shaped cross section, spherical or pelletized filler made of a material that has a fine porous structure and does not decompose in soil or water, humus soil, bio sand, upland soil, etc. Artificial soil with a mixture of multiple soils that are highly breathable and infiltrative and suitable for the activity environment of microorganisms to enhance the ability to purify sewage by microorganisms and small animals in the soil. Capillary water collection recovery type soil-infiltrated wastewater purification, characterized by comprising a net laid between a lid and a box-shaped block and a filling material and artificial soil to induce capillary action to enhance the infiltration property. apparatus.
【請求項2】土壌中及び水中で分解しない非透水性材質
により製作されて両端の側壁で閉じ上面が開放された
樋、内部に流入させた汚水が外へ向け通過できるスリッ
ト状開口を複数備える側壁と複数のガス抜きのための開
孔を列した上面を有して樋の長辺両側壁の底辺へ接する
ように樋内へ被せることにより上面の位置が樋の側壁上
辺より高い台形状断面の空間を形成する金属製または樹
脂製または陶磁器製による折板状の蓋、土壌中及び水中
で分解しない非透水性材質により製作され下面が開放さ
れた箱状断面を有する止水蓋、土壌中及び水中で分解し
ない非透水性材質により製作されリブ状断面の剛骨格と
側壁面に開口を有し通気性と集水効率を向上させ濾材の
充填が可能な空間を内部に有し折板状の蓋および折板状
の蓋および止水蓋の下部に設置してこれらを構造的に支
持する箱状ブロック、土壌中及び水中で分解しない非透
水性の樹脂膜により製作され上面が開放され側壁面底辺
部に集水された水の汲み出し口を一以上持ち箱状断面を
有する集水容器、微細多孔質構造を有し土壌中及び水中
で分解しない材質により製作された球状叉はペレット状
の充填材、腐植土またはバイオ砂または畑土等の通気性
と浸潤力に富み微生物の活動環境として適する複数の土
類を配合し土壌中の微生物および小動物による汚水の浄
化力を強化改良した人工土壌、集水容器の内に配置した
折板状の蓋および箱状ブロックおよび充填材を覆い人工
土壌との間に敷設し毛管現象を誘導して浸潤性を高める
網、よりなり、集水容器を地表下に長方形に掘削した空
壕の壁面に接して敷設し、網にて外周を覆った箱状ブロ
ックを集水容器の内部底辺中央部に配置し、集水容器の
内側壁面との間に充填材を充填してその上面を網により
被覆し、箱状ブロックの上面に止水蓋を被せた後に樋を
設置し、樋の長辺両側壁の底辺へ接するように樋内へ被
せて網にて被覆し、人工土壌を充填し地下埋設してな
り、樋の内部に格納された折板状の蓋へ導入した汚水
を、折板状の蓋の側面スリット状開口より網を通して毛
管現象により樋の側壁を越えながら周辺に充填されてい
る人工土壌中へ連続的に浸潤させ、人工土壌中で浄化処
理を行いながら集水容器の内に設置した箱状ブロック内
の空間および充填材の充填層へ浸透させて更なる浄化処
理を行いつつ集水容器の底部に処理済みの水を集水し、
容器壁面底辺部の汲み出し口より取水して再利用できる
ようにした毛管集水回収型の土壌浸潤式汚水浄化装置。
2. A trough made of a water-impermeable material that does not decompose in soil and water and having side walls closed at both ends and open upper surfaces, and a plurality of slit-shaped openings through which sewage flowing in can pass outward. Trapezoidal cross section where the upper surface is higher than the upper side of the side wall of the gutter by covering the long side of the gutter in the gutter so that it touches the bottoms of both side walls. Metal- or resin- or ceramic-made lid that forms the space of, a water-stop lid with a box-shaped cross-section with an open bottom made of a water-impermeable material that does not decompose in soil and water Also, it is made of non-permeable material that does not decompose in water. It has a rigid skeleton with a rib-shaped cross section and an opening in the side wall surface. It has a space inside which can improve the air permeability and water collection efficiency and can be filled with filter media. Of lid and folded plate-shaped lid and water-stop lid Box-shaped block that is installed on the floor to support them structurally, a water-impermeable resin film that does not decompose in soil and water, and has an open top surface that allows the outlet for the collected water to be collected at the bottom of the side wall surface. One or more water collection container with box-shaped cross section, spherical or pelletized filler made of a material that has a fine porous structure and does not decompose in soil or water, humus soil, bio sand, upland soil, etc. Artificial soil with a mixture of multiple soils that are highly breathable and infiltrative and suitable for the activity environment of microorganisms to enhance the ability to purify sewage by microorganisms and small animals in the soil. It consists of a net that covers the lid and box-shaped block and the filler and lays it between the soil and artificial soil to induce capillary action to enhance the infiltration property.The water collection container is in contact with the wall of an empty trench excavated in a rectangle below the surface of the earth. And lay it with a net Place the covered box block in the center of the inner bottom of the water collection container, fill the space between the inner wall surface of the water collection container and the filling material, and cover the top surface with a net. After covering the gutter with a lid, put the gutter inside the gutter so that it touches the bottom of the long side walls of the gutter, cover it with a net, fill it with artificial soil and bury it underground, and store it inside the gutter. The sewage introduced into the folded plate-shaped lid is continuously infiltrated into the artificial soil filled in the periphery while crossing the side wall of the gutter by the capillary phenomenon through the net from the side slit-shaped opening of the folded plate-shaped lid, Treated water at the bottom of the water collecting container while further purifying it by infiltrating the space inside the box-shaped block installed inside the water collecting container and the packed layer of the packing material while performing the purification process in artificial soil. Collecting water,
Capillary water collection type soil infiltration type sewage purification device that can be reused by drawing water from the outlet on the bottom of the container wall.
JP2002064522A 2002-02-01 2002-02-01 Soil infiltration system sewage cleaning apparatus of capillary water collection and recovery type Pending JP2003225684A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002064522A JP2003225684A (en) 2002-02-01 2002-02-01 Soil infiltration system sewage cleaning apparatus of capillary water collection and recovery type

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002064522A JP2003225684A (en) 2002-02-01 2002-02-01 Soil infiltration system sewage cleaning apparatus of capillary water collection and recovery type

Publications (1)

Publication Number Publication Date
JP2003225684A true JP2003225684A (en) 2003-08-12

Family

ID=27751288

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002064522A Pending JP2003225684A (en) 2002-02-01 2002-02-01 Soil infiltration system sewage cleaning apparatus of capillary water collection and recovery type

Country Status (1)

Country Link
JP (1) JP2003225684A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010116748A1 (en) * 2009-04-08 2010-10-14 株式会社オーイケ Sewage treatment device
CN104150582A (en) * 2014-08-19 2014-11-19 中国建筑设计研究院 Modularized energy-saving spatial formula sewage treatment device and system thereof used for multi-floor buildings

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010116748A1 (en) * 2009-04-08 2010-10-14 株式会社オーイケ Sewage treatment device
JP5595929B2 (en) * 2009-04-08 2014-09-24 株式会社オーイケ Sewage treatment equipment
CN104150582A (en) * 2014-08-19 2014-11-19 中国建筑设计研究院 Modularized energy-saving spatial formula sewage treatment device and system thereof used for multi-floor buildings

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