JP2002079235A - Device and method for accelerating decomposition of pollutant - Google Patents

Device and method for accelerating decomposition of pollutant

Info

Publication number
JP2002079235A
JP2002079235A JP2000272988A JP2000272988A JP2002079235A JP 2002079235 A JP2002079235 A JP 2002079235A JP 2000272988 A JP2000272988 A JP 2000272988A JP 2000272988 A JP2000272988 A JP 2000272988A JP 2002079235 A JP2002079235 A JP 2002079235A
Authority
JP
Japan
Prior art keywords
decomposition
water
pollutant
contaminated soil
promoting
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
JP2000272988A
Other languages
Japanese (ja)
Other versions
JP4580077B2 (en
Inventor
Shigehisa Hattori
榮久 服部
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.)
SAIKOBO KK
Original Assignee
SAIKOBO 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 SAIKOBO KK filed Critical SAIKOBO KK
Priority to JP2000272988A priority Critical patent/JP4580077B2/en
Publication of JP2002079235A publication Critical patent/JP2002079235A/en
Application granted granted Critical
Publication of JP4580077B2 publication Critical patent/JP4580077B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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
    • Y02W10/30Wastewater or sewage treatment systems using renewable energies
    • Y02W10/37Wastewater or sewage treatment systems using renewable energies using solar energy

Landscapes

  • Apparatus Associated With Microorganisms And Enzymes (AREA)
  • Micro-Organisms Or Cultivation Processes Thereof (AREA)
  • Processing Of Solid Wastes (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an apparatus and a method for decomposing pollutants in a place where pollutants are discarded or treated and to provide a system that realizes the utilization of laboratory decomposition techniques at the field. SOLUTION: This method comprises inserting a thin-wall cylindrical decomposition acceleration device comprising a water-permeable support for holding microorganisms or a chemical decomposition catalyst and a water-retentive, hydrophilic, and water-permeable wall material and having a large opening on at least its top into the surface ground of a polluted area.

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】本発明は汚染物質廃棄場又は
処理場における汚染物質の分解及び同場含む汚染地下水
の浄化に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to the decomposition of pollutants in a pollutant disposal or treatment plant and the purification of contaminated groundwater containing the same.

【0002】[0002]

【従来の技術】従来、汚染物質廃棄場又は処理場におい
ては不透水シート等の設置のみが義務づけられていて、
汚染物質そのものの分解、処理に関しては全く対策がと
られていないのが現状であり、従って、当該廃棄場又は
処理場が満杯になれば、新たな場所を開設することを繰
り返している為、将来は利用不能である元廃棄場又は処
理場が広大な面積を占めることになってしまう。この対
策として透過壁を土中に埋設するもの(特開平5−31
7850)が提案されているが、水中に溶解した汚染物
質に対する効果は期待できないし、初期の効果を維持す
る方策も見当たらない。また地下水を汲み上げて処理す
るもの(特開平9−253688)は確実性は期待され
ても上水道以上のコストがかかるので実用的でない。
2. Description of the Related Art Conventionally, in a pollutant disposal site or a disposal site, only the installation of an impermeable sheet or the like is obliged.
At present, no measures have been taken with regard to the decomposition and treatment of the pollutants themselves.Therefore, if the landfill or treatment plant becomes full, it will repeatedly open new places, The former waste landfill or disposal site, which is not available, occupies a large area. As a countermeasure against this, a transparent wall is buried in the soil (Japanese Patent Laid-Open No. 5-31)
7850), but no effect on contaminants dissolved in water can be expected, and there is no measure for maintaining the initial effect. In addition, the method of pumping and treating groundwater (Japanese Patent Laid-Open No. Hei 9-253688) is not practical because it requires more cost than water supply, although reliability is expected.

【0003】[0003]

【発明が解決しようとする課題】汚染物質廃棄場又は処
理場における汚染物質を安全、確実でその効果を継続的
に維持できる方式を提案することを目的とする。
SUMMARY OF THE INVENTION It is an object of the present invention to propose a method of safely and reliably contaminating pollutants in a pollutant disposal site or a treatment plant and continuously maintaining the effect thereof.

【0004】[0004]

【課題を解決するための手段】微生物又は化学分解触媒
を保持する為の透水性担体とそれらを支持する為の壁材
であって、保水性、親水性、透水性等を有するものとに
よって形成され、少なくとも上部に大開口を有する薄肉
筒状の汚染物質分解促進用器材の上縁がわずかに地表面
上に突出するように、土中に設けられた立穴中に挿入し
て構成したことを特徴とする汚染土壌分解促進装置を汚
染物質廃棄場又は処理場に設置するものであって、最近
次々と開発されている汚染物質分解用の触媒や化学薬品
や微生物を実際に汚染物質廃棄場又は処理場において利
用する為の装置と方法を提案するものである。
Means for Solving the Problems A water-permeable carrier for holding a microorganism or a chemical decomposition catalyst and a wall material for supporting them, which are formed of a material having water retention, hydrophilicity, water permeability, etc. It is inserted into a vertical hole provided in the soil so that the upper edge of the thin-walled cylindrical contaminant decomposition accelerating device having a large opening at least at the top protrudes slightly above the ground surface. A device for promoting the decomposition of contaminated soil, which is installed in a pollutant disposal site or a treatment plant, is characterized by the fact that catalysts, chemicals and microorganisms for decomposing pollutants, which have been developed one after another, are actually Or it proposes an apparatus and method for use in a treatment plant.

【0005】[0005]

【発明の実施の形態】本発明の実施の態様について説明
するが、本発明の実施の形態は極めて多種多様であっ
て、ここに開示するのはあくまでもその中の一部の代表
例にすぎず、当然の事として以後に示す実施例に限定さ
れる訳ではない。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The embodiments of the present invention will be described. However, the embodiments of the present invention are extremely various, and the present disclosure is only a part of typical examples. However, it is needless to say that the present invention is not limited to the embodiments described below.

【0006】本発明の基本器材である汚染物質分解促進
用器材は土中に埋設するものであるから、水圧や土圧に
よって変形しない様な強度が必要であって、前記薄肉筒
状の器材本体を構成する保水性材料自身がその必要な強
度を有しているときは良いが、そうでないときは適度の
強度を有する耐食性材料で構成された多孔板や、筒状枠
と網材の組合せ等によって形成した筒状体の内側又は外
側に保水材を沿わせた構成とするか、同様の構造の筒状
体を2重壁として、その間に保水材又は保水材と担体の
混合物を充填したものでも良い。該充填物は粉状、粒
状、塊状いずれでも良い。
Since the pollutant decomposition accelerating device, which is the basic device of the present invention, is buried in the soil, it needs to have sufficient strength so as not to be deformed by water pressure or earth pressure. It is good when the water retention material itself that has the required strength is good, but otherwise it is a perforated plate made of a corrosion resistant material with moderate strength, a combination of a cylindrical frame and a net material, etc. Or a structure in which a water retention material extends along the inside or outside of the cylindrical body formed by the above, or a cylindrical body having a similar structure is double-walled, and a water retention material or a mixture of a water retention material and a carrier is filled therebetween. But it is good. The filler may be powdery, granular, or massive.

【0007】化学分解触媒又は微生物を保持する為の透
水性担体は板状として保水材に沿わせても良いし、保水
材と混合成形しても良い。又栓状に成形して保水材その
他の壁材に設けられた孔に挿入しても良い。また化学分
解触媒自体が微生物の担体として利用できれば更に良
い。
[0007] The water-permeable carrier for holding the chemical decomposition catalyst or the microorganisms may be formed in a plate shape along the water retention material, or may be mixed and molded with the water retention material. Alternatively, it may be formed in a plug shape and inserted into a hole provided in a water retaining material or other wall material. It is even better if the chemical decomposition catalyst itself can be used as a carrier for microorganisms.

【0008】要は保水性材料によって支持された化学分
解触媒又は微生物を保持する為の透水性担体より成る壁
材によって形成され、少なくとも上部に大開口部を有す
る薄肉筒状の汚染物質分解促進用器材であれば良い。こ
こに筒状とは円筒や管状に限定されることなく、横断面
形状はどの様なものでも良く、矩形、三角形、菱形等い
ずれでも良く、また下部は底なしの管状でも有底の瓶状
であっても良い。更に側面形状は下方に向かって先細と
なる錐状や細長い梯形であっても、それらの組合せであ
ってもよい。底なしのときは薄肉筒状体の下端が止水壁
近傍迄伸びていることが望ましい。該筒状体の内側下部
には水分のみが保持されていることが必要だからであ
る。
[0008] The point is that a thin-walled cylindrical contaminant is formed by a wall material comprising a chemical decomposition catalyst supported by a water-retentive material or a water-permeable carrier for retaining microorganisms, and has a large opening at least in the upper part. Any equipment is acceptable. Here, the cylindrical shape is not limited to a cylinder or a tube, and may have any cross-sectional shape, such as a rectangle, a triangle, a rhombus, and the like. There may be. Further, the side surface shape may be a conical shape tapering downward, an elongated trapezoidal shape, or a combination thereof. When there is no bottom, it is desirable that the lower end of the thin cylindrical body extends to the vicinity of the water stop wall. This is because it is necessary that only the moisture is held at the lower portion inside the cylindrical body.

【0009】ここに薄肉とは上部大開口の開口面積と比
較して筒壁の肉厚が相対的に薄いことを意味し、逆に大
開口とは筒壁の肉厚と比較して開口面積が相対的に大き
いことを意味する。
Here, "thin wall" means that the wall thickness of the cylindrical wall is relatively thin as compared with the opening area of the upper large opening, and conversely, "large opening" means the opening area compared with the wall area of the cylindrical wall. Is relatively large.

【0010】上部大開口部には異物の落下やそれによる
埋没を防止する為に適度のメッシュの金網や格子を設け
るとよい。又該上部大開口部上に蓋を設ければ雨水が直
接該器材本体内に入らないから、該本体内での分解効果
を維持できるし、その蓋を透明又は半透明体にしたり、
更に集光効果を有する構成にすれば該器材本体内の温度
が上昇して分解効果が向上する。以下図面によって代表
的実施例につき説明する。
In order to prevent foreign matter from dropping and being buried in the upper large opening, an appropriate mesh wire mesh or grid may be provided. Also, if a lid is provided on the upper large opening, rainwater does not directly enter the equipment main body, so that the decomposition effect in the main body can be maintained, and the lid can be made transparent or translucent,
Further, if a structure having a light-condensing effect is employed, the temperature inside the equipment main body increases, and the decomposition effect is improved. Hereinafter, representative embodiments will be described with reference to the drawings.

【0011】図1は汚染土壌分解促進装置の1実施例を
示す。地表面61に設けられた立穴中に保水壁材1で構
成された汚染物質分解促進用器材が挿入されている。該
立穴は素掘でも良いが、保水壁材1が容易に出入れでき
るように枠等を設けるのが望ましい。
FIG. 1 shows an embodiment of a device for accelerating decomposition of contaminated soil. The equipment for accelerating the decomposition of pollutants composed of the water retaining wall material 1 is inserted into a vertical hole provided on the ground surface 61. The vertical hole may be a plain excavation, but it is preferable to provide a frame or the like so that the water retaining wall material 1 can easily enter and exit.

【0012】図では保水壁材1の中に担体2が封入され
ているが、前記の通り化学分解触媒又は微生物を保持す
る機能があって、その場所に水分が常に供給され、保持
される様な吸水性、保水性、親水性等を有するような構
成であれば良い。該汚染土壌分解促進装置を汚染地域に
設置すれば該保水壁材1を浸透して該器材本体内に入っ
た水分は該保水壁材1全体を湿潤に保持するから、該器
材本体内水面63と該保水壁材1の両方から水分が蒸発
し、該器材本体内部では汚染物質が濃縮されて担体2に
おける汚染物質の分解が促進される。同時に汚染地域内
の水分の除去の効果があるので汚染水が止水壁7から溢
水する危険性が減少する。自然界における微生物には好
気性と嫌気性とがあるが、その効果は図2において好気
性のものは地表面61の近くのAに限定され、嫌気性の
ものは地下水位62近くのBに限定され、結局汚染物質
の分解はほとんど進まないが、本発明では好気性のもの
の活動範囲として担体2によるCの範囲が機能するので
汚染物質の分解が促進されるし、更にこの範囲には化学
分解触媒も有効に使用することができる。
Although the carrier 2 is enclosed in the water retaining wall material 1 in the figure, it has a function of retaining the chemical decomposition catalyst or the microorganism as described above, and the water is always supplied to the place to keep it. What is necessary is just a structure which has sufficient water absorption, water retention, hydrophilicity, etc. If the contaminated soil decomposition promoting device is installed in a contaminated area, the water penetrating the water retaining wall material 1 and entering the equipment main body keeps the entire water retaining wall material 1 moist, so that the water surface 63 of the equipment main body is kept wet. Water evaporates from both the water retaining wall material 1 and the water retaining wall material 1, and contaminants are concentrated inside the equipment main body, and the decomposition of the contaminants in the carrier 2 is promoted. At the same time, there is an effect of removing water in the contaminated area, so that the risk of contaminated water overflowing from the water stop wall 7 is reduced. Microorganisms in the natural world are aerobic and anaerobic, but the effects are limited to A near the ground surface 61 and aerobic to B near the groundwater level 62 in FIG. Although the decomposition of pollutants hardly progresses in the end, in the present invention, the range of C by the carrier 2 functions as the activity range of the aerobic material, so that the decomposition of the pollutants is promoted. A catalyst can also be used effectively.

【0013】図3に汚染物質廃棄場又は処理場における
配置例を示す。該廃棄場又は処理場には必要数の汚染土
壌分解促進装置(保水壁材1)を適当な間隔をあけて配
置する。該廃棄場又は処理場内の地下水の下流側には排
水装置3を装備した汚染土壌分解促進装置(保水壁材1
1)を配置する。図3、4では排水装置としてサイフォ
ン管31と注水/エア抜き装置32と流量調節装置33
とからなるサイフォン排水装置3を採用している。この
排水装置によれば特別な動力を必要とせず、該器内水質
を確認した上でサイフォン効果を成立させれば自動的に
排水されることになる。該器内水質が所期の良好な数値
に達していないときは、必要な水処理剤として、中和
剤、殺菌剤、活性剤、その他の必要な薬剤を投入し、水
質が所定値に達したことを確認した後に排水操作を行
う。十分な水処理をした後に場外の地下水中に放流する
から、積極的に蒸発させる効果と相まって、該廃棄場又
は処理場から汚染水が溢水して公害を引き起こすのを防
止することができる。
FIG. 3 shows an example of arrangement in a pollutant disposal site or a treatment site. A required number of contaminated soil decomposition promoting devices (water retaining wall materials 1) are arranged at appropriate intervals in the disposal site or the treatment site. A contaminated soil decomposition promoting device (water retaining wall material 1) equipped with a drainage device 3 is provided on the downstream side of the groundwater in the disposal site or the treatment site.
Place 1). 3 and 4, a siphon pipe 31, a water injection / air bleeding device 32, and a flow control device 33 are provided as drainage devices.
And a siphon drainage device 3 comprising: According to this drainage device, no special power is required, and the drainage is automatically drained if the siphon effect is established after checking the water quality in the vessel. If the water quality in the vessel does not reach the expected good value, a neutralizing agent, a bactericide, an activator and other necessary chemicals are added as necessary water treatment agents, and the water quality reaches a predetermined value. After confirming that the drainage operation has been performed. Since the water is discharged into groundwater outside the site after sufficient water treatment, it is possible to prevent polluted water from overflowing from the disposal site or the treatment site and causing pollution, in combination with the effect of positively evaporating.

【0014】図5には前記保水壁材の筒状のもの(1、
11)以外の種々の形状を示す。12は錐状、13は梯
形、15は複合形でいずれも上部大開口部の面積が大き
く、太陽光線が内部に入り易いから、光触媒や光線を必
要とするような微生物を使用するときに有効である。更
に14は筒状と錐状の複合形で15と同様保水壁材の長
さを長くする必要があるときに有効である。
FIG. 5 shows the tubular water retaining wall material (1, 2).
Various shapes other than 11) are shown. 12 is a cone, 13 is a trapezoidal shape, and 15 is a complex type, all of which have a large upper opening area and are easy for sunlight to enter inside, so they are effective when using microorganisms that require a photocatalyst or light beam. It is. Further, reference numeral 14 is a composite shape of a cylindrical shape and a conical shape, and is effective when it is necessary to increase the length of the water retaining wall material as in the case of 15.

【0015】図6は前記保水壁材の大開口部の上に蓋を
設けた実施例であって、いずれも透明又は半透明材料で
形成され、内部の温度を上昇させ、蒸発と分解を促進す
るものである。41は凸レンズ、42は魚眼レンズであ
って、その集光効果によってより効果的であり、43は
それらに更にグラスファイバ44を組合せることによっ
て光線の届きにくい下部にまで光線を導入するので、光
触媒等光線を必要とするものにより効果が大きい。図7
は内部の温度上昇を有効に利用して空気の自然循環を助
長して蒸発を促進させるもので、保水壁材1の内側に、
多数の通気孔を下部に有する内筒16を挿入し、上部に
は透明の蓋41を設けたものである。この装置によれば
保水壁材1と内筒16の間の間隙では水分が蒸発するこ
とによって気温が下がるので空気の下降流を生じ、内筒
16の内部では太陽熱によって気温が上昇して空気の上
昇流を生じるから、空気の自然循環が強くなって水分の
蒸発が促進される。
FIG. 6 shows an embodiment in which a lid is provided on the large opening of the water-retaining wall material, all of which are formed of a transparent or translucent material, which raises the internal temperature and promotes evaporation and decomposition. Is what you do. 41 is a convex lens, 42 is a fish-eye lens, which is more effective due to its light-gathering effect, and 43 is a combination of these with a glass fiber 44 to introduce light rays to the lower part where light rays are hard to reach, so that photocatalyst etc. The effect is greater for those requiring light. FIG.
Is to effectively utilize the temperature rise inside to promote natural circulation of air and promote evaporation, and inside the water retention wall material 1,
An inner cylinder 16 having a large number of ventilation holes at the bottom is inserted, and a transparent lid 41 is provided at the top. According to this device, in the gap between the water-retaining wall material 1 and the inner cylinder 16, the temperature decreases due to evaporation of moisture, so that a downward flow of air is generated. Due to the upward flow, the natural circulation of air is strengthened and the evaporation of water is promoted.

【0016】図8には有害ガスが発生する場合の装置を
示す。本例では透明蓋41を地表面61に接近して設
け、更にその上部は2重壁45になっていて保温効果を
有している。該蓋41の内部から発生ガスを吸引するガ
ス管51を設けガス処理装置5に導入する。図ではガス
処理装置5は分解装置52内部に放射線物質53を設け
て汚染ガスを分解し、更に吸着装置54を経て送風機5
5によって処理済の空気を大気中に放出する様になって
いる。該ガス分解装置5はこの図示に限定されることな
く、発生するガスの種類に応じて適切な装置を採用する
必要がある。
FIG. 8 shows an apparatus for generating harmful gas. In this example, the transparent lid 41 is provided close to the ground surface 61, and the upper part thereof is a double wall 45 to have a heat retaining effect. A gas pipe 51 for sucking generated gas from the inside of the lid 41 is provided and introduced into the gas processing apparatus 5. In the figure, the gas treatment device 5 is provided with a radioactive substance 53 inside a decomposition device 52 to decompose contaminated gas, and further passes through an adsorption device 54 to the blower 5.
5 allows the treated air to be released into the atmosphere. The gas decomposing device 5 is not limited to this illustration, and it is necessary to employ an appropriate device according to the type of gas generated.

【0017】本発明によれば最近次々と開発されている
汚染物質分解用微生物や化学分解触媒等を有効に利用す
ることができて、汚染地域における汚染水の溢水を防止
し、汚染水の処理と汚染物質の分解によって汚染物質廃
棄場又は処理場の拡大を防止することができる。
According to the present invention, microorganisms for decomposing contaminants, a catalyst for chemical decomposition, and the like, which have been developed one after another, can be effectively used, thereby preventing overflow of contaminated water in a contaminated area and treating contaminated water. And the decomposition of pollutants can prevent the expansion of pollutant disposal sites or treatment sites.

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

【図1】汚染物質分解促進用器材の実施例の縦断面図FIG. 1 is a longitudinal sectional view of an embodiment of a device for accelerating the decomposition of pollutants.

【図2】微生物の活動範囲の比較図FIG. 2 is a comparison diagram of the activity range of microorganisms

【図3】汚染物質分解促進用器材の配置例FIG. 3 Example of arrangement of equipment for promoting decomposition of pollutants

【図4】排水装置付汚染物質分解促進用器材の実施例の
縦断面図
FIG. 4 is a longitudinal sectional view of an embodiment of a device for accelerating the decomposition of pollutants with a drainage device.

【図5】保水壁材の実施例FIG. 5 is an embodiment of a water retaining wall material.

【図6】透明蓋の実施例FIG. 6 shows an embodiment of a transparent lid.

【図7】空気循環形汚染物質分解促進用器材の実施例FIG. 7 is an embodiment of equipment for accelerating the decomposition of air circulating pollutants.

【図8】発生ガス処理装置の実施例FIG. 8 is an embodiment of a generated gas processing apparatus.

【符号の説明】[Explanation of symbols]

1 保水壁材 2 担体 3 サイフォン排水装置 4 蓋 5 ガス処理装置 7 止水壁 11 保水壁材 12 保水壁材 13 保水壁材 14 保水壁材 15 保水壁材 16 内筒 31 サイフォン管 32 注水/エア抜き装置 33 流量調節装置 41〜43 蓋 44 グラスファイバ 45 2重壁 51 ガス管 52 分解装置 53 放射線物質 54 吸着装置 55 送風機 61 地表面 62 地下水位 63 器内水位 64 場外地下水位 65 地下水流 REFERENCE SIGNS LIST 1 water retaining wall material 2 carrier 3 siphon drainage device 4 lid 5 gas treatment device 7 water blocking wall 11 water retaining wall material 12 water retaining wall material 13 water retaining wall material 14 water retaining wall material 15 water retaining wall material 16 inner cylinder 31 siphon pipe 32 water injection / air Draining device 33 Flow rate control device 41 to 43 Cover 44 Glass fiber 45 Double wall 51 Gas pipe 52 Decomposition device 53 Radiation material 54 Adsorption device 55 Blower 61 Ground surface 62 Groundwater level 63 Internal water level 64 Outside groundwater level 65 Groundwater flow

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C02F 1/50 520 C12M 1/40 Z 550 C12N 1/00 R 560 B09B 3/00 E C12M 1/40 304K C12N 1/00 ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) C02F 1/50 520 C12M 1/40 Z 550 C12N 1/00 R 560 B09B 3/00 E C12M 1/40 304K C12N 1/00

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 微生物又は化学分解触媒を保持する為の
透水性担体とそれらを支持するための壁材であって、保
水性、親水性、透水性等を有するものとによって形成さ
れ、少なくとも上部に大開口部を有する薄肉筒状の汚染
物質分解促進用器材。
1. A water-permeable carrier for holding a microorganism or a chemical decomposition catalyst and a wall material for supporting them, which are formed of a material having water retention, hydrophilicity, water permeability, etc. A thin tubular contaminant decomposition accelerating device having a large opening.
【請求項2】 請求項1記載の汚染物質分解促進用器材
の上縁がわずかに地表面上に突出する様に土中に設けら
れた立穴中に挿入して構成したことを特徴とする汚染土
壌分解促進装置。
2. The apparatus according to claim 1, wherein the upper edge of the pollutant decomposition accelerating device is inserted into a vertical hole provided in the soil such that the upper edge slightly protrudes above the ground surface. Contaminated soil decomposition promotion device.
【請求項3】 請求項1記載の汚染物質分解促進用器材
に化学分解触媒又は微生物を添加、含有又は保持させた
後、当該器材の上縁がわずかに地表面上に突出する様に
土中に設けられた立穴中に挿入して土壌中の過剰水分を
排除し、汚染物質の分解を促進する方法。
3. The soil according to claim 1, wherein after adding, containing or holding a chemical decomposition catalyst or microorganisms to the pollutant decomposition promoting equipment according to claim 1, the upper edge of the equipment protrudes slightly above the ground surface. A method of removing excess moisture in soil by inserting it into a vertical hole provided in a pit and promoting the decomposition of pollutants.
【請求項4】 前記薄肉筒状の汚染物質分解促進用器材
の内外を排水装置の排水管によって連結したことを特徴
とする請求項2記載の汚染土壌分解促進装置。
4. The contaminated soil decomposition promoting device according to claim 2, wherein the inside and outside of the thin tubular contaminant decomposition promoting device are connected by a drain pipe of a drainage device.
【請求項5】 汚染物質廃棄場又は処理場の地下水下流
側に請求項2記載の汚染土壌分解促進装置を必要数設置
し、当該地下水最下流部には比較的大容量の請求項4記
載の汚染土壌分解促進装置を設け、必要に応じて該汚染
土壌分解促進装置の大開口部に、中和剤、殺菌剤、活性
剤、その他の処理用薬剤を投入し、必要な水質が確認さ
れたときに当該排水装置により該廃棄場又は処理場外の
地下水中に被処理水を放流することを特徴とする汚染物
質廃棄場又は処理場の排水処理方法。
5. The required number of the contaminated soil decomposition promoting devices according to claim 2 are installed on the downstream side of the groundwater at the pollutant disposal site or the treatment plant, and a relatively large capacity is provided at the most downstream portion of the groundwater. A contaminated soil decomposition accelerating device was installed, and a neutralizing agent, a bactericide, an activator, and other treatment chemicals were introduced into the large opening of the contaminated soil decomposition accelerating device as necessary, and the required water quality was confirmed. A wastewater treatment method for a pollutant disposal site or a treatment plant, wherein the wastewater is sometimes discharged into the groundwater outside the disposal site or the treatment plant by the drainage device.
JP2000272988A 2000-09-08 2000-09-08 Contaminant decomposition promotion equipment and promotion method Expired - Fee Related JP4580077B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000272988A JP4580077B2 (en) 2000-09-08 2000-09-08 Contaminant decomposition promotion equipment and promotion method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000272988A JP4580077B2 (en) 2000-09-08 2000-09-08 Contaminant decomposition promotion equipment and promotion method

Publications (2)

Publication Number Publication Date
JP2002079235A true JP2002079235A (en) 2002-03-19
JP4580077B2 JP4580077B2 (en) 2010-11-10

Family

ID=18759015

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000272988A Expired - Fee Related JP4580077B2 (en) 2000-09-08 2000-09-08 Contaminant decomposition promotion equipment and promotion method

Country Status (1)

Country Link
JP (1) JP4580077B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003061862A1 (en) * 2002-01-18 2003-07-31 Toudai Tlo, Ltd. Method and apparatus for removing pollutant
JP2021053535A (en) * 2019-09-27 2021-04-08 株式会社大林組 Underground purification wall
CN114405988A (en) * 2022-01-22 2022-04-29 山东奥森水利科技有限公司 Chemical drug repairing and spraying device and method after soil pollution

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02164936A (en) * 1988-12-19 1990-06-25 Ohbayashi Corp Purifying method for underground contaminated water
JPH0796289A (en) * 1993-09-29 1995-04-11 Canon Inc Apparatus and method for purifying contaminated ground water due to soil contamination
JPH07265889A (en) * 1994-03-29 1995-10-17 Canon Inc Method for purifying polluted underground water
JPH0812033A (en) * 1994-06-29 1996-01-16 P F C:Kk Harmful substance leak preventing structure for refuse buried place
JPH11303153A (en) * 1998-04-20 1999-11-02 Hiroshi Igarashi Underground water intake device and circulating type water treatment method and device therefor

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02164936A (en) * 1988-12-19 1990-06-25 Ohbayashi Corp Purifying method for underground contaminated water
JPH0796289A (en) * 1993-09-29 1995-04-11 Canon Inc Apparatus and method for purifying contaminated ground water due to soil contamination
JPH07265889A (en) * 1994-03-29 1995-10-17 Canon Inc Method for purifying polluted underground water
JPH0812033A (en) * 1994-06-29 1996-01-16 P F C:Kk Harmful substance leak preventing structure for refuse buried place
JPH11303153A (en) * 1998-04-20 1999-11-02 Hiroshi Igarashi Underground water intake device and circulating type water treatment method and device therefor

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003061862A1 (en) * 2002-01-18 2003-07-31 Toudai Tlo, Ltd. Method and apparatus for removing pollutant
JP2021053535A (en) * 2019-09-27 2021-04-08 株式会社大林組 Underground purification wall
JP7375423B2 (en) 2019-09-27 2023-11-08 株式会社大林組 underground purification wall
CN114405988A (en) * 2022-01-22 2022-04-29 山东奥森水利科技有限公司 Chemical drug repairing and spraying device and method after soil pollution

Also Published As

Publication number Publication date
JP4580077B2 (en) 2010-11-10

Similar Documents

Publication Publication Date Title
US20080041784A1 (en) Method, apparatus and system for removal of contaminants from water
JP4408088B2 (en) Tunnel equipped with purification device and method for purifying pollutant gas in tunnel
KR100934285B1 (en) Sewage purification device
JP2010029843A (en) Contaminated soil cleaning apparatus and contaminated soil cleaning method
JP3665601B2 (en) Soil improvement equipment
JP4580077B2 (en) Contaminant decomposition promotion equipment and promotion method
JPH11216440A (en) Landfill disposal of waste
CN214880375U (en) Double-well type underground circulating water treatment system
JP3858455B2 (en) Waste disposal site
JP3879563B2 (en) Waste landfill site, gas collecting device and gas processing device there
JP2010101045A (en) Facility for cleaning up floor surface undergoing adhesion of oil
JP3182631B2 (en) Septic tank
JP3867195B2 (en) Final disposal method of leachate treated water
JP3735817B2 (en) Organic wastewater treatment apparatus and treatment method
JP2007038168A (en) Manufacturing method and manufacturing apparatus for oxygen-enriched water, early-stabilizing method and early-stabilizing system for waste at waste disposal site
JP2005305311A (en) Early stabilization method of improper disposal site
JP2005224674A (en) Method of reducing abolition period of ultimate-disposal dumping site
JP5273608B2 (en) Leachate treatment method and leachate treatment facility at waste disposal site
CN210654730U (en) Landfill leachate handles with equipment that removes peculiar smell
JP7111777B2 (en) Hydrogen sulfide gas desulfurization equipment
JPS5826071Y2 (en) Gray water underground diffusion tank
JP3662474B2 (en) Method and apparatus for treating dioxins in waste water
JP3949537B2 (en) Wastewater treatment equipment
JP3025819U (en) Wastewater treatment equipment
JPH11226599A (en) Sludge treating system by sludge treating apparatus

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20070613

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20090330

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100629

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20100805

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20100824

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100827

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130903

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130903

Year of fee payment: 3

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313113

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130903

Year of fee payment: 3

R360 Written notification for declining of transfer of rights

Free format text: JAPANESE INTERMEDIATE CODE: R360

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130903

Year of fee payment: 3

R370 Written measure of declining of transfer procedure

Free format text: JAPANESE INTERMEDIATE CODE: R370

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130903

Year of fee payment: 3

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313113

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130903

Year of fee payment: 3

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees