JP2002355687A - Container for inclined soil tank - Google Patents

Container for inclined soil tank

Info

Publication number
JP2002355687A
JP2002355687A JP2001162772A JP2001162772A JP2002355687A JP 2002355687 A JP2002355687 A JP 2002355687A JP 2001162772 A JP2001162772 A JP 2001162772A JP 2001162772 A JP2001162772 A JP 2001162772A JP 2002355687 A JP2002355687 A JP 2002355687A
Authority
JP
Japan
Prior art keywords
water
container
soil
sewage
side wall
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
JP2001162772A
Other languages
Japanese (ja)
Inventor
Yasuo Inoue
保夫 井上
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.)
Inoue Sangyo Co Ltd
Original Assignee
Inoue Sangyo Co Ltd
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 Inoue Sangyo Co Ltd filed Critical Inoue Sangyo Co Ltd
Priority to JP2001162772A priority Critical patent/JP2002355687A/en
Publication of JP2002355687A publication Critical patent/JP2002355687A/en
Pending legal-status Critical Current

Links

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

PROBLEM TO BE SOLVED: To provide a recyclable container for an inclined soil tank low in cost, easily handled because of lightweight properties, utilizable even in a home and having sufficient strength and corrosion resistance. SOLUTION: The container for the inclined soil tank has a bottom surface 11 inclined so as to allow sewage or the like to flow down naturally, side walls 12 surrounding the bottom surface, water barrier plates 13 erected on the bottom surface at a predetermined height in the direction right-angled to the natural flow-down direction to interrupt the flow channel of sewage or the like and the discharge ports 14 provided on the downstream side of the bottom surface and/or the side walls. The bottom surface and the side walls or the bottom surface, the side walls and the water barrier plates are formed of polystyrene with an expansion ratio of 10-20 times.

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、自然流下する過程
で土壌中の微生物により、生活雑排水、畜産廃水、浄化
槽処理水あるいは前記排水により汚濁された水路等にお
ける水等の汚水等を浄化する水質浄化装置に用いられ、
前記土壌が充填される遮水性の傾斜土槽用容器に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention purifies sewage such as domestic wastewater, livestock wastewater, effluent from a septic tank or water in waterways polluted by the wastewater by microorganisms in the soil in the process of natural flow. Used for water purification equipment,
The present invention relates to a water-impervious inclined soil tank container filled with the soil.

【0002】[0002]

【従来の技術】生活雑排水、畜産廃水、浄化槽処理水あ
るいは前記排水等により汚濁された水路等における水等
の汚水等には、汚濁の原因となる有機成分、例えば、B
ODあるいはCOD、リン成分あるいは窒素成分が含ま
れている。汚水等に含まれる前記成分は、土壌中のある
種の微生物が有する水質浄化能力により浄化が可能であ
るので、傾斜をつけた土壌を充填した傾斜土槽中に前記
汚水等の処理原水を自然流下させ、人工的なエネルギー
を用いずに、前記微生物の作用により水質浄化処理を行
う水質浄化装置が利用されている。
2. Description of the Related Art Wastewater such as domestic wastewater, livestock wastewater, septic tank treated water, and water in waterways and the like polluted by the wastewater, etc., contain organic components that cause pollution, such as B
Contains OD or COD, phosphorus component or nitrogen component. Since the components contained in the sewage and the like can be purified by the water purification ability of certain microorganisms in the soil, the treated raw water such as the sewage is naturally collected in an inclined soil tank filled with inclined soil. BACKGROUND ART A water purification device that performs a water purification treatment by the action of the microorganism without flowing down and using artificial energy has been used.

【0003】前記水質浄化装置では、前記傾斜土槽の上
方側の開口された土壌上に滞留部を形成し、前記汚水等
の処理原水を前記滞留部に滞留させて土壌中に空気が供
給されないようにして、前記土壌中の微生物に嫌気条件
下で水質浄化処理を行なわせたり、また前記傾斜土槽の
下方に通気用構造体あるいは砂、砂利などの通気性土壌
を埋設して空気が供給されるようにして、前記土壌中の
微生物に好気条件下で水質浄化処理を行わせる。また、
前記傾斜土槽の下流側に水質浄化処理された処理水の集
水部を備えて、処理水の水質と流量の管理を行う。
[0003] In the water purification apparatus, a stagnant portion is formed on the open soil on the upper side of the inclined soil tank, and the raw water such as the sewage is retained in the stagnant portion so that no air is supplied to the soil. In this way, the microorganisms in the soil are subjected to water purification treatment under anaerobic conditions, or air is supplied by burying a ventilation structure or a permeable soil such as sand or gravel below the inclined soil tank. In this way, the microorganisms in the soil are subjected to a water purification treatment under aerobic conditions. Also,
A water collecting section for treated water subjected to water purification treatment is provided downstream of the inclined soil tank to manage the quality and flow rate of treated water.

【0004】前記水質浄化装置としては、土壌表面を植
栽空間として利用した小規模な家庭園芸用のプランター
を兼ねた水質浄化槽、あるいは大規模なものでは花壇あ
るいは親水公園等を兼ねた水質浄化施設がある。尚、前
記水質浄化装置では、傾斜土槽を遮水性として処理原水
である汚水等が傾斜土槽から漏れ出て周囲を汚染するの
を防止している。
[0004] As the water purification apparatus, a water purification tank which also serves as a planter for small-scale home gardening using the soil surface as a planting space, or a water purification apparatus which also serves as a flower bed or a hydrophilic park in a large scale. There is. In the water purification apparatus, the inclined soil tank is made to be impermeable, so that sewage or the like, which is raw water to be treated, leaks out of the inclined soil tank to contaminate the surroundings.

【0005】尚、前記水質浄化装置においては、傾斜土
槽に充填された土壌に傾斜をつけることにより、一部分
で土壌の目詰まりが発生しても、新しい流路が形成され
て、目詰まりが起こり難くなるようにしている。
[0005] In the above-mentioned water purification device, a new flow path is formed even if the soil is partially clogged by tilting the soil filled in the inclined soil tank, so that the clogging is prevented. Try to make it less likely.

【0006】前記従来の傾斜土槽は、例えば、傾斜した
岩盤等の不透水層が底面として利用され、その上に土壌
が充填されて形成されたり、また前記小規模な水質浄化
槽として用いられる小型のものにおいては、上方が開口
した遮水性の容器の底面に、汚水等の流路を遮る複数個
の遮水板を設けて、底面近傍に処理原水及び処理水の滞
留部を形成して嫌気条件下での水質浄化処理を行わせ、
該容器内に砂、砂利などの通気性土壌を充填して好気条
件下で水質浄化処理を行わせるように形成される。
[0006] The conventional inclined soil tank is, for example, a small-sized water-purifying tank that is formed by using an impermeable layer such as an inclined bedrock as a bottom surface and filling it with soil, or used as the small-scale water purification tank. On the bottom of a water-impervious container with an open top, a plurality of water-impervious plates are provided to block the flow path of sewage and the like. Let the water purification process under the conditions,
The container is filled with air-permeable soil such as sand or gravel to form a water purification treatment under aerobic conditions.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、前記従
来の小型の傾斜土槽用容器をステンレスなどの耐腐食性
の金属で形成すると、高価であり、また小型であっても
比較的重くて取り扱い難く、長期間土壌を充填して汚水
等を流下させて使用していると、腐食して遮水性を保持
できなくなり、周囲を汚染するという問題点が発生する
恐れがあった。
However, if the conventional small-sized inclined earthen vessel is made of a corrosion-resistant metal such as stainless steel, it is expensive, and even if it is small, it is relatively heavy and difficult to handle. However, if the soil is used for a long period of time and soil water or the like is allowed to flow down, there is a possibility that corrosion may occur and the water barrier property cannot be maintained, and the surroundings may be polluted.

【0008】本発明は前記問題点を解決するためになさ
れたもので安価であり、軽量で取り扱い易く、家庭にお
いても利用可能で、十分な強度及び耐腐食性を有し、リ
サイクルが可能な傾斜土槽用容器を提供することであ
る。
The present invention has been made to solve the above problems, and is inexpensive, lightweight and easy to handle, can be used at home, has sufficient strength and corrosion resistance, and can be recycled. An object of the present invention is to provide an earth tank.

【0009】[0009]

【課題を解決するための手段】本発明は、水質浄化能を
有する傾斜した土壌中に汚水等を自然流下させて浄化す
る水質浄化装置に用いられ、前記土壌が充填される遮水
性の傾斜土槽用容器であって、前記汚水等を自然流下さ
せるように傾斜した底面と、該底面を囲む側壁と、前記
底面に、前記自然流下方向に対して直角方向に所定の高
さで立設され、前記汚水等の流路を遮る遮水板と、前記
底面及び/又は側壁の下流側に設けられる排水口とを有
し、前記底面及び前記側壁、あるいは前記底面、前記側
壁及び前記遮水板は、発泡倍率が10〜20倍のスチロ
ールで形成されているものである。
SUMMARY OF THE INVENTION The present invention is used in a water purification apparatus for purifying sewage and the like by natural flow of water into inclined soil having a water purification ability. A tank container, a bottom surface inclined to allow the sewage or the like to flow naturally, a side wall surrounding the bottom surface, and a standing height provided on the bottom surface at a predetermined height in a direction perpendicular to the natural flow direction. A water blocking plate that blocks a flow path of the sewage and the like, and a drain port provided downstream of the bottom surface and / or the side wall, wherein the bottom surface and the side wall, or the bottom surface, the side wall, and the water blocking plate Is formed of styrene having an expansion ratio of 10 to 20 times.

【0010】また、本発明は、水質浄化能を有する傾斜
した土壌中に汚水等を自然流下させて浄化する水質浄化
装置に用いられ、前記土壌が充填される遮水性の傾斜土
槽用容器であって、前記汚水等を自然流下させるように
傾斜した底面と、該底面を囲む側壁と、前記底面に、前
記自然流下方向に対して直角方向に所定の高さで立設さ
れ、前記汚水等の流路を遮る遮水板と、前記底面及び/
又は側壁の下流側に設けられる排水口とを有する容器
が、複数個積み重ねられ、前記各容器の下流側に備えら
れている排水口が互い違いに配置された構成であり、前
記底面及び前記側壁、あるいは前記底面、前記側壁及び
前記遮水板は、発泡倍率が10〜20倍のスチロールで
形成されているものである。
The present invention is also directed to a water-purifying apparatus used for a water-purifying apparatus for purifying sewage or the like by allowing natural water to flow down into sloping soil having a water-purifying ability. A bottom surface inclined so as to allow the sewage or the like to flow naturally, a side wall surrounding the bottom surface, and a bottom provided on the bottom surface at a predetermined height in a direction perpendicular to the direction of the natural sewage; A water blocking plate for blocking the flow path of
Or, a container having a drain port provided on the downstream side of the side wall, a plurality of stacked, the drain port provided on the downstream side of each of the containers is arranged alternately, the bottom surface and the side wall, Alternatively, the bottom surface, the side walls, and the water shield plate are formed of styrene having a foaming ratio of 10 to 20 times.

【0011】更に、前記遮水板の下流側近傍に、通気用
構造体を備えているものでもよい。
Further, a ventilation structure may be provided near the downstream side of the water shield plate.

【0012】[0012]

【発明の実施の形態】以下、図面を参照して、本発明の
実施形態について説明する。図1は、本発明による傾斜
土槽用容器の第1実施形態を示し、(a)は平面図、
(b)は(a)のA−A線断面図である。図2は、図1
の傾斜土槽用容器での汚水等の処理を説明するための断
面図である。図3は、本発明による傾斜土槽用容器の第
2実施形態を示す断面図である。図4は、図1の傾斜土
槽用容器に通気性構造体を用いたものを示し、(a)は
平面図、(b)は(a)のB−B線断面図である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows a first embodiment of an inclined earthen vessel according to the present invention, wherein (a) is a plan view,
(B) is a sectional view taken along line AA of (a). FIG. 2 shows FIG.
It is sectional drawing for demonstrating the processing of the sewage etc. in the container for inclined earth tanks. FIG. 3 is a sectional view showing a second embodiment of the inclined earthen vessel according to the present invention. FIG. 4: shows what used the air permeable structure to the container for inclined earth tanks of FIG. 1, (a) is a top view, (b) is BB sectional drawing of (a).

【0013】図1に示すように、本発明の第1実施形態
の傾斜土槽用容器10は、汚水等の処理原水を自然流下
させるように傾斜した底面11と、底面11を囲む側壁
12と、底面11に、前記自然流下方向に対して直角方
向に所定の高さで立設され、前記汚水等の流路を遮る遮
水板13と、底面11及び/又は側壁12の下流側、こ
こでは底面の下流側に設けられる排水口14とを有し、
底面11及び側壁12、あるいは底面11、側壁12及
び遮水板13は、発泡倍率が10〜20倍のスチロール
で形成されているものである。尚、前記所定の高さは、
傾斜土槽用容器10内に充填される土壌20面よりは低
い高さである。
As shown in FIG. 1, a container 10 for an inclined soil tank according to a first embodiment of the present invention has a bottom surface 11 inclined so that treated raw water such as sewage flows naturally, and a side wall 12 surrounding the bottom surface 11. A water-blocking plate 13 erected on the bottom surface 11 at a predetermined height in a direction perpendicular to the natural flow-down direction to block a flow path of the sewage or the like, and a downstream side of the bottom surface 11 and / or the side wall 12. Has a drain port 14 provided on the downstream side of the bottom surface,
The bottom surface 11 and the side wall 12 or the bottom surface 11, the side wall 12 and the water blocking plate 13 are formed of styrene having a foaming ratio of 10 to 20 times. The predetermined height is
The height is lower than the surface of the soil 20 filled in the inclined soil tank container 10.

【0014】傾斜土槽容器10の底面11を傾斜させる
ことで、図2に示すように、充填された土壌20中を処
理原水及び処理水23は自然流下し、底面11上に形成
された処理原水及び処理水23の流路が目詰まりしても
自然流下により新たに流路が形成され、処理原水及び処
理水23は下流側に流れて水質浄化処理が途切れること
なく連続して行われる。
By inclining the bottom surface 11 of the inclined earth tank 10, as shown in FIG. 2, the treated raw water and the treated water 23 flow naturally through the filled soil 20, and the treated water formed on the bottom surface 11 is formed. Even if the flow path of the raw water and the treated water 23 is clogged, a new flow path is formed by natural flow, and the treated raw water and the treated water 23 flow to the downstream side, and the water purification treatment is continuously performed without interruption.

【0015】尚、底面11、側壁12及び遮水板13
は、一体で形成されていることが好ましく、底面11の
下部に補強用のリブ15が前記のものと一体で形成され
ていることが好ましい。尚、リブ15の形状、本数等
は、適宜選択して設ければよく、底面11が十分な強度
を有して殆ど変形しなければ、リブ15はなくてもよ
い。また、底面11、側壁12、遮水板13が一体でな
く形成されて組み立てられる形態の場合には、繋ぎ部分
から汚水等が漏れでないように遮水性の容器としなけれ
ばならない。傾斜土槽用容器10を遮水性容器とするこ
とにより、汚水等が容器外に漏れ出て、周囲を汚染する
のを防止する。
The bottom 11, the side walls 12, and the water shield 13
Are preferably formed integrally with each other, and it is preferable that a reinforcing rib 15 is formed integrally with the above-mentioned member at a lower portion of the bottom surface 11. The shape, number, and the like of the ribs 15 may be appropriately selected and provided. If the bottom surface 11 has sufficient strength and is hardly deformed, the ribs 15 may be omitted. Further, in a case where the bottom surface 11, the side wall 12, and the water shield plate 13 are not integrally formed and assembled, a water-impervious container must be provided so that sewage and the like do not leak from the connecting portion. By using the watertight container as the container 10 for the inclined soil tank, it is possible to prevent sewage and the like from leaking out of the container and contaminating the surroundings.

【0016】また、排水口14には、傾斜土槽用容器1
0に充填された土壌20の流出防止のために、網、多孔
質材料で形成された板等が備えられ、土壌20は流出す
ることなく、処理水22のみが外部に流出するようにす
ることが好ましい。底面11、側壁12、遮水板13等
の厚さ、大きさ、及び排水口14の個数、大きさ、位置
等は適宜選択すればよい。
The drain port 14 is provided with the inclined earth tank 1.
In order to prevent the outflow of the soil 20 filled with zero, a net, a plate made of a porous material and the like are provided so that only the treated water 22 flows out without the soil 20 flowing out. Is preferred. The thickness and size of the bottom surface 11, the side walls 12, the water shielding plate 13 and the like, and the number, size, position, and the like of the drain holes 14 may be appropriately selected.

【0017】傾斜土槽用容器10を、発泡倍率10〜2
0のスチロールで形成することにより、製造コストが安
価で、発泡倍率50程度の一般的な発泡スチロールより
も、頑丈で取り扱い易く、家庭においても利用可能であ
り、十分な強度と耐侯性を有するものとすることができ
る。また、傾斜土槽用容器10の表面に水性の耐侯性塗
料を塗布することにより、更に耐侯性を有するものとす
ることができる。また、前記発泡倍率のスチロールは、
断熱効果があり、保温性に優れているので、微生物の水
質浄化処理を活性化する効果がある。尚、前記発泡倍率
のスチロールは、汚水等の処理原水及び充填される土壌
20に対する十分な腐食耐性を有し、また前記発泡倍率
のスチロールで形成された傾斜土槽用容器10は、リサ
イクルが可能である。
The container 10 for the inclined soil tank is filled with a foaming ratio of 10 to 2
By forming with styrene of 0, the production cost is low, and it is more robust and easy to handle than a general styrene foam having an expansion ratio of about 50, and can be used at home, and has sufficient strength and weather resistance. can do. Further, by applying a water-based weather-resistant paint to the surface of the inclined earth tank 10, it is possible to further improve the weather resistance. In addition, the styrene of the expansion ratio,
Since it has a heat insulating effect and is excellent in heat retention, it has an effect of activating the water purification treatment of microorganisms. In addition, the styrene of the expansion ratio has sufficient corrosion resistance to the raw water treated such as sewage and the soil 20 to be filled, and the inclined earth tank 10 formed of the styrene of the expansion ratio can be recycled. It is.

【0018】傾斜土槽用容器10を使用して汚水等の水
質浄化処理を行う時は、図2に示すように、傾斜土槽用
容器10に汚水等を浄化する水質浄化能力を有する微生
物を含む土壌20を充填して、上流側から汚水等の処理
原水21を供給し、自然流下により処理水22が排水口
14から外部に流出するようにする。土壌20として、
砂、砂利等の通気性土壌を用いた場合は、微生物による
好気条件下での水質浄化処理が行われる。但し、遮水板
13近傍においては、処理原水及び処理水23の流路
が、遮水板13を乗り越えるように形成されるので、遮
水板13の近傍には、土壌20中に処理原水及び処理水
23が滞留するので、その下方の土壌20中では、微生
物による嫌気条件下での水質浄化処理が行われる。
When water purification treatment of sewage or the like is performed using the inclined soil tank container 10, as shown in FIG. Filled soil 20 is supplied, and treated water 21 such as sewage is supplied from the upstream side, and treated water 22 is allowed to flow out of the drain port 14 to the outside by natural flow. As soil 20
When air-permeable soil such as sand or gravel is used, water purification treatment is performed under aerobic conditions using microorganisms. However, in the vicinity of the water shield plate 13, the flow path of the treated raw water and the treated water 23 is formed so as to pass over the water shield plate 13. Since the treated water 23 stays in the soil 20 under the treated water 23, a water purification treatment is performed under anaerobic conditions by microorganisms.

【0019】また、土壌20として通気性ではない土壌
を用いる場合は、土壌表面24上に処理原水21を滞留
させて、その下の土壌20中で微生物による嫌気条件下
での水質浄化処理が行われるようにしてもよく、更に、
遮水板13の下流側近傍に、図4に示すような網、多孔
質材料等で形成した通気性構造体40を備え、外部から
空気を送って、通気性構造体近傍の土壌20中で微生物
による好気条件下での水質浄化処理が行われるようにし
てもよい。
When a non-breathable soil is used as the soil 20, the treated raw water 21 is retained on the soil surface 24, and a water purification treatment is carried out under the anaerobic condition by microorganisms in the soil 20 thereunder. You may be asked to
In the vicinity of the downstream side of the water shield plate 13, there is provided a gas permeable structure 40 formed of a net, a porous material, or the like as shown in FIG. Water purification treatment may be performed under aerobic conditions by microorganisms.

【0020】尚、土壌20として、十分な浄化処理能力
を有するものを適宜選択して用いればよく、更に、水質
浄化に必要な他のもの、例えば、固体有機炭素源等を用
いてもよい。
As the soil 20, one having a sufficient purification treatment capacity may be appropriately selected and used. In addition, other materials required for water purification, for example, a solid organic carbon source may be used.

【0021】傾斜土槽用容器10の上流側には汚水等の
処理原水の流量調整槽(図示せず)、排水口14の下部
には集水槽(図示せず)を設けて、処理原水、処理水の
流量調節を行う。その他、必要なものは適宜選択して備
え、汚水等の水質浄化処理を行う。
A flow control tank (not shown) for treating raw water such as sewage is provided upstream of the inclined earth tank 10, and a water collecting tank (not shown) is provided below the drain port 14. Adjust the flow rate of treated water. In addition, necessary items are appropriately selected and prepared, and a water purification treatment of sewage or the like is performed.

【0022】図3に示すように、本発明の第2実施形態
の傾斜土槽用容器30は、図1に示す傾斜土槽用容器1
0を積み重ねたような形態のもので、汚水等の処理原水
を自然流下させるように傾斜した底面31と、底面31
を囲む側壁32と、底面31に、前記自然流下方向に対
して直角方向に所定の高さで立設され、前記汚水等の流
路を遮る遮水板33と、底面31及び/又は側壁32の
下流側に設けられる排水口34とを有する容器35が、
複数個、例えば、ここでは5個示されているが、積み重
ねられ、各容器35の下流側に備えられている排水口3
6が互い違いに配置された構成であり、底面31及び側
壁32、あるいは底面31、側壁32及び遮水板33
は、発泡倍率が10〜20倍のスチロールで形成されて
いるものである。尚、前記所定の高さは、容器35内に
充填される土壌面よりは低い高さである。
As shown in FIG. 3, the container 30 for the inclined soil tank according to the second embodiment of the present invention is different from the container 1 for the inclined soil tank shown in FIG.
And a bottom surface 31 which is formed in such a manner that the raw water such as sewage flows down naturally.
, A water-blocking plate 33 that stands on the bottom surface 31 at a predetermined height in a direction perpendicular to the natural flow-down direction and blocks a flow path of the sewage or the like, and the bottom surface 31 and / or the side wall 32. A container 35 having a drain port 34 provided on the downstream side of
Although a plurality of, for example, five are shown here, the drain ports 3 which are stacked and provided on the downstream side of each container 35 are provided.
6 are alternately arranged, and the bottom surface 31 and the side wall 32, or the bottom surface 31, the side wall 32, and the water shielding plate 33
Is made of styrene having an expansion ratio of 10 to 20 times. Note that the predetermined height is lower than the surface of the soil filled in the container 35.

【0023】尚、最下段の容器35の排水口36は側壁
32に設けられているのが好ましく、このような場所に
設けることにより、処理水を外部に排出し易くなる。容
器30に関しては、図1に示す傾斜土槽用容器10と同
様であり、ここでは詳しい説明を省略する。尚、容器3
5の積み重ね個数、各容器35の積み重ね方、あるいは
繋ぎ方、例えば、各容器35と隣接する容器35とを補
助板を用いてボルト等で固定、あるいは外側側壁に固定
板嵌入部を設けておき、ここに固定板を嵌入して繋ぐ等
については、適宜選択すればよい。
The drain port 36 of the lowermost container 35 is preferably provided on the side wall 32. By providing the drain port 36 at such a location, the treated water can be easily discharged to the outside. The container 30 is the same as the container 10 for the inclined soil tank shown in FIG. 1, and the detailed description is omitted here. In addition, container 3
5, how to stack or connect each container 35, for example, fixing each container 35 and the adjacent container 35 with bolts or the like using an auxiliary plate, or providing a fixed plate fitting portion on the outer side wall. The connection of the fixing plate by fitting it here may be appropriately selected.

【0024】各容器35には、図2に示すように土壌を
充填し、汚水等の処理原水21を上流側に設置した流量
調整槽(図示せず)から供給し、上の容器35から順に
処理原水及び処理水23を自然流下させて水質浄化処理
を行い、最下段の容器35の排水口36から処理水22
を排出する。
Each container 35 is filled with soil as shown in FIG. 2, and treated raw water 21 such as sewage is supplied from a flow rate adjusting tank (not shown) installed on the upstream side. The raw water and the treated water 23 are allowed to flow naturally to perform a water purification treatment, and the treated water 22 is discharged from the drain port 36 of the lowermost container 35.
To discharge.

【0025】尚、傾斜土槽用容器30に、図4に示す通
気性構造体40を用いてもよい。
In addition, the permeable structure 40 shown in FIG. 4 may be used for the container 30 for the inclined soil tank.

【0026】[0026]

【発明の効果】本発明によれば、軽量で取り扱い易く、
家庭においても利用可能であり、断熱効果があり、保温
性に優れ、十分な強度及び耐侯性を有し、汚水等に対し
て十分な耐腐食性を有し、製造コストが安価で、リサイ
クルが可能な傾斜土槽用容器を得ることができる。
According to the present invention, it is lightweight and easy to handle,
It can be used at home, has heat insulation effect, has excellent heat retention, has sufficient strength and weather resistance, has sufficient corrosion resistance to sewage, etc., has low manufacturing costs, and is recyclable. A possible container for the inclined earth tank can be obtained.

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

【図1】本発明による傾斜土槽用容器の第1実施形態を
示し、(a)は平面図、(b)は(a)のA−A線断面
図である。
FIG. 1 shows a first embodiment of an inclined earthen vessel according to the present invention, wherein (a) is a plan view and (b) is a cross-sectional view taken along line AA of (a).

【図2】図1の傾斜土槽用容器での汚水等の処理を説明
するための断面図である。
FIG. 2 is a cross-sectional view for explaining treatment of sewage and the like in the inclined soil tank container of FIG. 1;

【図3】本発明による傾斜土槽用容器の第2実施形態を
示す断面図である。
FIG. 3 is a sectional view showing a second embodiment of the inclined earthen vessel according to the present invention.

【図4】図1の傾斜土槽用容器に通気性構造体を用いた
ものを示し、(a)は平面図、(b)は(a)のB−B
線断面図である。
FIGS. 4A and 4B show a container using a permeable structure for the inclined earth tank of FIG. 1, wherein FIG. 4A is a plan view and FIG. 4B is BB of FIG.
It is a line sectional view.

【符号の説明】[Explanation of symbols]

10、30 傾斜土槽用容器 11、31 底面 12、32 側壁 13、33 遮水板 14、36 排水口 15 リブ 20 土壌 21 処理原水 22 処理水 23 処理原水及び処理水 35 容器 40 通気性構造体 10, 30 Inclined soil tank container 11, 31 Bottom surface 12, 32 Side wall 13, 33 Water barrier plate 14, 36 Drain port 15 Rib 20 Soil 21 Treated raw water 22 Treated water 23 Treated raw water and treated water 35 Container 40 Breathable structure

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 水質浄化能を有する傾斜した土壌中に汚
水等を自然流下させて浄化する水質浄化装置に用いら
れ、前記土壌が充填される遮水性の傾斜土槽用容器であ
って、 前記汚水等を自然流下させるように傾斜した底面と、 該底面を囲む側壁と、 前記底面に、前記自然流下方向に対して直角方向に所定
の高さで立設され、前記汚水等の流路を遮る遮水板と、 前記底面及び/又は側壁の下流側に設けられる排水口と
を有し、 前記底面及び前記側壁、あるいは前記底面、前記側壁及
び前記遮水板は、発泡倍率が10〜20倍のスチロール
で形成されていることを特徴とする傾斜土槽用容器。
1. A container for a water-impermeable inclined soil tank, which is used for a water purification device for purifying sewage and the like by natural flow into inclined soil having a water purification ability and is filled with the soil, A bottom surface inclined so that sewage or the like naturally flows down, a side wall surrounding the bottom surface, and a bottom surface, which is erected on the bottom surface at a predetermined height in a direction perpendicular to the natural flow-down direction to form a flow path for the sewage or the like. A water blocking plate for blocking, and a drain port provided downstream of the bottom surface and / or the side wall, wherein the bottom surface and the side wall, or the bottom surface, the side wall and the water blocking plate have a foaming ratio of 10 to 20. A container for an inclined soil tank, which is formed of double styrene.
【請求項2】 水質浄化能を有する傾斜した土壌中に汚
水等を自然流下させて浄化する水質浄化装置に用いら
れ、前記土壌が充填される遮水性の傾斜土槽用容器であ
って、 前記汚水等を自然流下させるように傾斜した底面と、該
底面を囲む側壁と、前記底面に、前記自然流下方向に対
して直角方向に所定の高さで立設され、前記汚水等の流
路を遮る遮水板と、前記底面及び/又は側壁の下流側に
設けられる排水口とを有する容器が、複数個積み重ねら
れ、前記各容器の下流側に備えられている排水口が互い
違いに配置された構成であり、 前記底面及び前記側壁、あるいは前記底面、前記側壁及
び前記遮水板は、発泡倍率が10〜20倍のスチロール
で形成されていることを特徴とする傾斜土槽用容器。
2. A container for a water-shielding inclined soil tank, which is used for a water purification device for purifying sewage and the like by natural flow into inclined soil having a water purification ability, and is filled with the soil. A bottom surface inclined so as to allow sewage or the like to flow naturally, a side wall surrounding the bottom surface, and the bottom surface, which is erected at a predetermined height in a direction perpendicular to the direction of the natural spillage to form a flow path for the sewage and the like. A plurality of containers each having a water blocking plate for blocking and a drain port provided on the downstream side of the bottom surface and / or the side wall were stacked, and the drain ports provided on the downstream side of each container were alternately arranged. It is a structure, The said bottom surface and the said side wall, or the said bottom surface, the said side wall, and the said water-impervious plate are formed of polystyrene with a foaming ratio of 10-20 times, The container for inclined earth tanks characterized by the above-mentioned.
【請求項3】 前記遮水板の下流側近傍に、通気用構造
体を備えていることを特徴とする請求項1又は請求項2
記載の傾斜土槽用容器。
3. The structure according to claim 1, wherein a ventilation structure is provided near the downstream side of the water shield plate.
The container for inclined soil tank according to the above.
JP2001162772A 2001-05-30 2001-05-30 Container for inclined soil tank Pending JP2002355687A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001162772A JP2002355687A (en) 2001-05-30 2001-05-30 Container for inclined soil tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001162772A JP2002355687A (en) 2001-05-30 2001-05-30 Container for inclined soil tank

Publications (1)

Publication Number Publication Date
JP2002355687A true JP2002355687A (en) 2002-12-10

Family

ID=19005845

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001162772A Pending JP2002355687A (en) 2001-05-30 2001-05-30 Container for inclined soil tank

Country Status (1)

Country Link
JP (1) JP2002355687A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012192391A (en) * 2011-03-18 2012-10-11 Yonden Gijutsu Consultant:Kk Apparatus for cleaning water and operating system thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012192391A (en) * 2011-03-18 2012-10-11 Yonden Gijutsu Consultant:Kk Apparatus for cleaning water and operating system thereof

Similar Documents

Publication Publication Date Title
US10906825B2 (en) Wastewater leaching system
US4824287A (en) Septic system
US7081203B2 (en) Compact surface mounted on-site wastewater treatment unit
US5951866A (en) Cold climate wetland waste water treatment system
US5980739A (en) Wastewater treatment method and apparatus
US6620321B2 (en) Biofilter system and method for treating wastewater
CN101993150B (en) Compound underflow constructed wetland system
CN104085998A (en) Constructed wetland system capable of reinforcing microbial actions
CN111689582A (en) Composite artificial wetland system with surface subsurface flow circulating operation by drop aeration
JP2002355687A (en) Container for inclined soil tank
KR101865618B1 (en) First Flush Rainwater Treatment Apparatus of Block Module Type
KR100424289B1 (en) nature equilibrium vertical flow type artificial swamp facility for purging contaminate matter away contaminated water
JP3076024B2 (en) Water purification device using inclined soil tank and water purification method using the same
CN210287064U (en) Assembled sewage treatment wetland
Gokalp et al. Critical design parameters for constructed wetlands natural wastewater treatment systems
Gökalp et al. Constructed wetland technology to prevent water resources pollution
CN204779215U (en) A oxygenate biological filter bed certainly for waste water control
KR100331066B1 (en) A Purification Apparatus of Sewage and Waste Water Using a Capillary Permeation Trench Method without Power
CN113121064B (en) Efficient composite wetland system for reducing rainfall runoff pollutants
NZ543780A (en) A system and method for treating wastewater using coir filter
CN213952373U (en) Rural underground drinking water source safety guarantee facility
CN209276320U (en) A kind of biological treatment device of the dirt of rain along the river mixed flow mouth
JP2008149248A (en) Water purification apparatus
CN104891658A (en) Biological filter device for sewage treatment
JPH07136673A (en) Waste water treatment apparatus