JP2005144345A - Method of purifying polluted soil - Google Patents

Method of purifying polluted soil Download PDF

Info

Publication number
JP2005144345A
JP2005144345A JP2003386438A JP2003386438A JP2005144345A JP 2005144345 A JP2005144345 A JP 2005144345A JP 2003386438 A JP2003386438 A JP 2003386438A JP 2003386438 A JP2003386438 A JP 2003386438A JP 2005144345 A JP2005144345 A JP 2005144345A
Authority
JP
Japan
Prior art keywords
soil
water
treatment liquid
drilling
excavation shaft
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
JP2003386438A
Other languages
Japanese (ja)
Inventor
Seiji Minami
誠二 南
Hatsuo Koyaizu
初男 小柳津
Yutaka Nakano
豊 中野
Kazuo Minami
一男 南
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.)
SHION KK
Minami Co Ltd
Original Assignee
SHION KK
Minami 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 SHION KK, Minami Co Ltd filed Critical SHION KK
Priority to JP2003386438A priority Critical patent/JP2005144345A/en
Publication of JP2005144345A publication Critical patent/JP2005144345A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Fire-Extinguishing Compositions (AREA)
  • Processing Of Solid Wastes (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a method of removing the pollutants from soil polluted with harmful pollutants which is characterized by causing a purifying solution against the pollutants to penetrate the soil deeply and efficiently and permitting purification of polluted soil in a short period. <P>SOLUTION: The method comprises drilling a hole in soil 5 with a drilling shaft 2 of a working machine 1 while pouring water and, after the drilling, rotating the shaft 2 while pouring a purifying solution 10, during pulling up of the shaft 2. The pouring of water and the solution is carried out by spraying into soil 5 under high pressure with a high-pressure pump 7. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、有害汚染物質により汚染された土壌から、原位置において有害汚染物質を除去し、土壌を短期間で効率良く浄化する方法に関するものである。   The present invention relates to a method for removing harmful pollutants in situ from soil contaminated with harmful pollutants and efficiently purifying the soil in a short period of time.

近年、化学工場や塵焼却施設等の近辺や跡地では、化学工場や塵焼却施設等から漏洩、飛散したPCB、ダイオキシン類等の有害汚染物質が地中深く浸透し、土壌や地下水の汚染が深刻化し、有害汚染物質を除去し、土壌を浄化する必要が生じている。   In recent years, in the vicinity and ruins of chemical factories and dust incineration facilities, PCBs and dioxins and other harmful pollutants that have leaked and scattered from chemical factories and dust incineration facilities have penetrated deep into the ground, causing serious contamination of soil and groundwater. There is a need to remove harmful pollutants and clean up the soil.

このような事情から、従来土壌中の有害汚染物質を除去する方法として、例えば、特開2003−1236に開示されるように、有害汚染物質の除去処理剤を汚染されている土壌層上に散布したり、又は除去処理剤を汚染されている土壌層上に散布した後、水を散布したり或いは除去処理剤を汚染されている土壌を掘り起こして土壌に混ぜ合わせていた。 Under such circumstances, as a conventional method for removing harmful pollutants in soil, for example, as disclosed in JP-A-2003-1236, a removal agent for removing harmful pollutants is sprayed on a contaminated soil layer. Or after spraying the removal treatment agent on the contaminated soil layer, water was spread or the removal treatment agent was dug up and contaminated with the soil.

これ等の方法は、簡単かつ安価で、広範囲な汚染区域において有効な除去処理方法であるが、除去処理剤が地中に深く浸透し難いと共に、浸透に時間が掛かる問題点を有している。   These methods are simple and inexpensive, and are effective removal treatment methods in a wide range of contaminated areas. However, the removal treatment agent is difficult to penetrate deeply into the ground and has a problem that it takes time to penetrate. .

又、特開2003−80221に開示されるように、汚染土壌位置において、地下構造物をそのままにして、それより下層における汚染土壌に直接土壌浄化剤である鉄粉を供給し、撹拌・混合することによって汚染土壌近傍の地中に分散させ、汚染土壌を浄化する工法がある。   Further, as disclosed in Japanese Patent Application Laid-Open No. 2003-80221, in the contaminated soil position, the underground structure is left as it is, and iron powder as a soil purifier is directly supplied to the contaminated soil in the lower layer, and stirred and mixed. There is a construction method that purifies the contaminated soil by dispersing it in the ground near the contaminated soil.

しかし、この工法は多軸オーガ等の各軸端から鉄粉を吐出しながら掘削・撹拌・混合を行うもので、土壌への浸透性に問題がある。
特開2003−1236 特開2003−80221
However, this method involves excavation, agitation, and mixing while discharging iron powder from the end of each shaft such as a multi-axis auger, which has a problem in soil permeability.
JP2003-1236 JP 2003-80221 A

上記点より本発明は、有害汚染物質により汚染された土壌から、有害汚染物質を除去するに際して、有害汚染物質の浄化処理液を土壌中に深く効率良く浸透させ、汚染土壌を短期間で浄化することを可能とした汚染土壌の浄化方法を提供しようとするものである。   In view of the above, the present invention, when removing harmful pollutants from soil contaminated with harmful pollutants, permeates the pollution processing solution of the harmful pollutants deeply and efficiently into the soil and purifies the contaminated soil in a short period of time. It is intended to provide a method for remediating contaminated soil that makes it possible.

上記課題を解決するため請求項1記載の本発明汚染土壌の浄化方法は、土壌中に施工機の掘削軸で削孔時に注水しながら削孔し、削孔後、掘削軸の引き上げ時に浄化処理液を注入しながら掘削軸を回転し、掘削軸を引き上げることを特徴とするものである。   In order to solve the above-mentioned problem, the method for purifying contaminated soil according to the first aspect of the present invention is to drill a hole in the soil while pouring water at the excavation shaft of the construction machine when drilling, and after the drilling, when the excavation shaft is lifted The excavating shaft is rotated while the liquid is injected, and the excavating shaft is pulled up.

このような方法とすることにより、土壌中に深くかつ短時間で浄化処理液を注入できると共に、有害汚染物質に対して分解・変質等の機能を発揮して有害汚染物質を除去する。 By adopting such a method, it is possible to inject the purification treatment solution deep into the soil in a short time, and to remove harmful pollutants by exerting functions such as decomposition and alteration to harmful pollutants.

浄化処理液の注入は、掘削軸で削孔後、掘削軸を引き上げる時であり、削孔時に注水し、土壌中に予め水が浸透しているので土壌が軟らかくほぐされ、浄化処理液は浸透が促進され、短時間で浸透すると共に浸透する範囲が拡大し、然も均一に浸透する。   The injection of the purification treatment liquid is when the drilling shaft is pulled up after drilling with the excavation shaft. Is promoted, penetrates in a short time, expands the range of penetration, and penetrates evenly.

次に、請求項2記載の本発明汚染土壌の浄化方法は、請求項1記載の浄化方法において、注水及び注入は土壌中に高圧で噴射することを特徴とするものである。   Next, the purification method for contaminated soil of the present invention according to claim 2 is characterized in that, in the purification method according to claim 1, water injection and injection are injected into the soil at high pressure.

このような方法とすることにより、噴射された水や浄化処理液は土壌に強く吹き付けられるので、土壌の塊が細かくされ、水や浄化処理液は土壌中に広範囲に浸透し、然も均一に浸透する。   By adopting such a method, the sprayed water and the purification treatment liquid are strongly sprayed on the soil, so that the lump of the soil is made fine, and the water and the purification treatment liquid penetrate into the soil in a wide range, and evenly. To penetrate.

次に、請求項3記載の本発明汚染土壌の浄化方法は、請求項1又は2記載の浄化方法において、掘削軸の引き上げ速度は削孔の深度と浄化処理液の流量を計測しながら自動で行われることを特徴とするものである。   Next, the purification method for contaminated soil of the present invention according to claim 3 is the purification method according to claim 1 or 2, wherein the lifting speed of the excavation shaft is automatically measured while measuring the depth of the drilling hole and the flow rate of the purification treatment liquid. It is characterized by being performed.

このような方法とすることにより、土壌中に浄化処理液が均一な量に供給される。   By setting it as such a method, a purification process liquid is supplied to soil in a uniform quantity.

次に、請求項4記載の本発明汚染土壌の浄化方法は、請求項1、2又は3記載の浄化方法において、浄化処理液は水分子クラスターを細分化処理してなる高浸透性水と、この高浸透性水に混在する高炭素質で高多孔質の微粉末状の活性炭を主要構成成分とすることを特徴とするものである。   Next, the purification method of the present invention contaminated soil according to claim 4 is the purification method according to claim 1, 2, or 3, wherein the purification treatment liquid is a highly permeable water obtained by subdividing water molecule clusters, A high carbonaceous and highly porous fine powdery activated carbon mixed in the highly permeable water is a main constituent.

このような浄化処理液を使用することにより、高浸透性水は高浸透作用と活性炭の内部構造的な作用とが相俟って、活性炭の微粉末を土壌中へ誘導して広く分散させると共に、深く浸透させる。
一方、土壌中に広くかつ深く分散した活性炭の微粉末は、その内部構造的かつ物理的作用により土壌中に含まれる有害汚染物質を大量に取り込み、取り込んだ有害汚染物質を分解又は変性して無害な物質にする。
By using such a purification treatment liquid, the high permeability water combines the high permeability action and the internal structural action of the activated carbon to induce and disperse the fine powder of activated carbon widely in the soil. Deeply penetrate.
On the other hand, activated carbon fine powder dispersed widely and deeply in the soil takes in a large amount of harmful pollutants contained in the soil due to its internal structure and physical action, and decomposes or modifies the incorporated harmful pollutants to be harmless. Make it a proper substance.

本発明に係る汚染土壌の浄化方法によれば、掘削軸で土壌の削孔時に注水し、引き上げ時に浄化処理液を注入するので作業に無駄がない。
そして、浄化処理液の注入時は、予め土壌中に注水されているので浸透性が増し、特に浄化処理液の高浸透作用も相俟って、短時間で広範囲に然も均一に浸透し、有害汚染物質で汚染された土壌の浄化を短期間で行うことができる。
According to the method for purifying contaminated soil according to the present invention, water is injected at the time of drilling the soil with the excavation shaft, and the purification treatment liquid is injected at the time of pulling up, so work is not wasted.
And at the time of injection of the purification treatment liquid, the permeability is increased because it is pre-injected into the soil, and in particular, in combination with the high penetration action of the purification treatment liquid, it penetrates uniformly in a wide range in a short time, The soil contaminated with harmful pollutants can be purified in a short period of time.

以下、本発明の一実施の形態を図面に基づき説明する。
図1は本発明汚染土壌の浄化方法を実施するために使用される装置の正面図、図2乃至図5は本発明汚染土壌の浄化方法の工程図である。
図中1は地盤改良掘削機等従来公知の施工機、2は施工機1の掘削軸であり、この掘削軸2は中空の管体に形成され、内部に高圧ホース3が挿入されている。
又、掘削軸2は土中に垂直に貫入されると共に、先端に掘削羽根4が固着され、掘削軸2の回転駆動により土壌5に削孔を行う。
Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
FIG. 1 is a front view of an apparatus used for carrying out the method for purifying contaminated soil of the present invention, and FIGS. 2 to 5 are process diagrams of the method for purifying contaminated soil of the present invention.
In the figure, 1 is a conventionally known construction machine such as a ground improvement excavator, 2 is a drilling shaft of the construction machine 1, the drilling shaft 2 is formed in a hollow tube body, and a high-pressure hose 3 is inserted therein.
In addition, the excavation shaft 2 penetrates vertically into the soil, and excavation blades 4 are fixed to the tip, and the excavation shaft 2 is driven to rotate and drill holes in the soil 5.

高圧ホース3には、地上に設置された水槽6から高圧ポンプ7により水8が送り込まれる。又水8に代えバルブ等の切り換え装置(図示せず)により、浄化処理液槽9から高圧ポンプ7を経て、浄化処理液10が高圧ホース3に送り込まれる。
高圧ポンプ7により高圧ホース3に圧送される水8又は浄化処理液10は、高圧ホース3の先端ノズル11により掘削軸2の下部側面に設けられた噴出口から土壌中に水平方向に高圧で噴射される。
尚、図中12は撹拌プラント、13は発電機である。
Water 8 is fed into the high pressure hose 3 by a high pressure pump 7 from a water tank 6 installed on the ground. Further, instead of the water 8, the purification treatment liquid 10 is fed into the high pressure hose 3 from the purification treatment liquid tank 9 via the high pressure pump 7 by a switching device (not shown) such as a valve.
Water 8 or purification treatment liquid 10 pumped to the high-pressure hose 3 by the high-pressure pump 7 is sprayed into the soil in a horizontal direction at a high pressure from a spout provided on the lower side surface of the excavation shaft 2 by the tip nozzle 11 of the high-pressure hose 3. Is done.
In the figure, 12 is an agitation plant and 13 is a generator.

浄化処理液10は、水分子クラスターを細分化処理してなる高浸透性水と、この高浸透性水に混在する高炭素質で高多孔質の微粉末状の活性炭を主要構成成分としている。
この浄化処理液10を構成する高浸透性水と高炭素質で高多孔質の活性炭の微粉末の割合は、汚染されている土壌の汚染度や浸透状態に応じて適宜設定されるが、高浸透性水と活性炭の混合比率は5:10〜100:30の範囲である。
The purification treatment liquid 10 is mainly composed of highly permeable water obtained by subdividing water molecule clusters, and high carbonaceous and highly porous finely powdered activated carbon mixed in the highly permeable water.
The ratio of the high permeability water and the fine powder of the high carbonaceous and highly porous activated carbon constituting the purification treatment liquid 10 is appropriately set according to the contamination degree and the penetration state of the contaminated soil. The mixing ratio of osmotic water and activated carbon is in the range of 5:10 to 100: 30.

高浸透性水は水分子クラスターを細分化処理してなるもので、実際は細分化処理された細分化状態の水分子クラスターをエチルアルコール、イソプロピルアルコール等のカルビノールに融合させて安定化したものである。
この高浸透性水は、細分化状態の水分子クラスターに起因する高浸透作用を有していると共に、各種の液体や微粉末状の固体を土壌層へ誘導する物質誘導作用を有している。
Highly osmotic water is obtained by subdividing water molecule clusters, and is actually stabilized by fusing subdivided water molecule clusters into carbinols such as ethyl alcohol and isopropyl alcohol. is there.
This highly permeable water has a high osmotic effect due to the subdivided water molecule clusters, and also has a substance-inducing effect that induces various liquids and fine powder solids to the soil layer. .

この高浸透性水を調製する一例を示すと、強磁場処理された純水、精製水、一般水等に炭素数2〜4のカルビノールを35wt%〜55wt%混合してなる水溶液を被処理液を噴霧状態で10℃以下の温度で撹拌することにより、被処理液中の水分子クラスターを細分化し、その後、細分化状態の水分子クラスターを80℃〜83℃の範囲の温度でカルビノール分子と融合させる。これにより細分化状態の水分子クラスターが長期間安定に維持される高浸透性水が調製される。   As an example of preparing this highly permeable water, an aqueous solution prepared by mixing 35 wt% to 55 wt% of carbinol having 2 to 4 carbon atoms with pure water, purified water, or general water treated with a strong magnetic field is treated. The water molecule clusters in the liquid to be treated are subdivided by stirring the liquid in a sprayed state at a temperature of 10 ° C. or lower, and then the water molecule clusters in the subdivided state are carbinol at a temperature in the range of 80 ° C. to 83 ° C. Fuse with molecules. As a result, highly permeable water is prepared in which the subdivided water molecule clusters are stably maintained for a long period of time.

一方、高炭素質で高多孔質の微粉末状の活性炭(活性炭の微粉末)は、炭素化率が90%以上、比表面積が1000m2/g以上、PHが9.0〜11.0で、一般の活性炭に比較して高い炭素化率、高い比表面積で、特異なPH領域を有し、内部構造的には無数の微細な細孔が連続した内部構造を呈している。 On the other hand, the activated carbon in the form of high carbon and highly porous fine powder (activated carbon fine powder) has a carbonization rate of 90% or more, a specific surface area of 1000 m 2 / g or more, and a pH of 9.0 to 11.0. Compared with general activated carbon, it has a high carbonization rate, a high specific surface area, a unique PH region, and an internal structure in which innumerable fine pores are continuous.

したがって、この浄化処理液10によれば、高浸透性水はその高浸透作用と活性炭の内部構造的な作用とが相俟って、活性炭の微粉末を土壌中へ誘導して広く分散させると共に深く浸透させる。
一方、土壌中に広くかつ深く分散した活性炭の微粉末は、その内部構造的かつ物理的作用により、土壌中に含まれる有害汚染物質を大量に取り込み、取り込んだ有害汚染物質を分解又は変性して無害な物質にする。
Therefore, according to this purification treatment liquid 10, the high permeability water combines the high permeability action and the internal structural action of the activated carbon to induce and disperse the activated carbon fine powder widely in the soil. Deeply penetrate.
On the other hand, activated charcoal fine powder widely and deeply dispersed in the soil takes in a large amount of harmful pollutants contained in the soil and decomposes or denatures the incorporated harmful pollutants by its internal structural and physical action. Use harmless substances.

又、この浄化処理液10が有効に作用する土壌中の有害汚染物質としては、ポリ塩化ビフェニル類、ダイオキシン類、その他の有機塩素系化合物であるジクロロメタン、ジクロロエタン、四塩化炭素、トリクロロエタン、テトラクロロエチレン、ジクロロプロパン、有機燐化合物、シアン化合物、カドミウム、鉛、砒素、水銀等が挙げられる。   In addition, harmful pollutants in the soil in which the purification treatment liquid 10 effectively acts include polychlorinated biphenyls, dioxins, and other organic chlorine compounds such as dichloromethane, dichloroethane, carbon tetrachloride, trichloroethane, tetrachlorethylene, Examples include chloropropane, organic phosphorus compounds, cyanide compounds, cadmium, lead, arsenic, mercury, and the like.

次に、上記装置を使用した汚染土壌の浄化方法を図面に基づき説明する。
施工機1を汚染土壌の地表に配置し、掘削軸2を回転駆動しながら土壌5中に貫入する。この貫入と並行して、高圧ホース3内に水8が高圧ポンプ7により圧送され、回転する掘削軸2の噴出口から土壌5中に水8が噴射されながら掘削軸2は貫入され削孔する(図2)。そして、掘削軸2の先端が汚染されている領域の底部まで達すると、削孔を停止する(図3)。
削孔の深度は汚染域の状況に応じて予め設定され一定ではない。この削孔時の水8の噴射により、土壌は軟らかくなると共にほぐされた状態となる。
Next, a method for purifying contaminated soil using the above apparatus will be described with reference to the drawings.
The construction machine 1 is placed on the ground surface of the contaminated soil, and the excavation shaft 2 is driven to rotate and penetrates into the soil 5. In parallel with this penetration, water 8 is pumped into the high-pressure hose 3 by the high-pressure pump 7 and the water is injected into the soil 5 from the spout of the rotating excavation shaft 2 so that the excavation shaft 2 penetrates and drills. (FIG. 2). When the tip of the excavation shaft 2 reaches the bottom of the contaminated area, the drilling is stopped (FIG. 3).
The depth of the drilling hole is preset according to the situation of the contaminated area and is not constant. By the injection of the water 8 at the time of drilling, the soil becomes soft and loosened.

削孔が完了すると、水8に代えて浄化処理液10が高圧ホース3内に高圧ポンプ7により圧送され、今度は逆回転する掘削軸2の噴出口から注水後の土壌5中に浄化処理液10が噴射されながら、これと並行して掘削軸2は引き上げられる(図4及び図5)。
浄化処理液10は掘削軸2を中心として半径1000mmの領域に浸透し(環境基準値以下にする)、これにより土壌中の気体、地下水に含まれる有害汚染物質は抽出、分解、浄化される。
When the drilling is completed, the purification treatment liquid 10 is pumped into the high-pressure hose 3 by the high-pressure pump 7 in place of the water 8, and this time, the purification treatment liquid is injected into the soil 5 after water injection from the jet port of the excavating shaft 2 that rotates in reverse. While 10 is injected, the excavation shaft 2 is pulled up in parallel with this (FIGS. 4 and 5).
The purification treatment liquid 10 penetrates into a region having a radius of 1000 mm around the excavation shaft 2 (below the environmental standard value), thereby extracting, decomposing and purifying harmful pollutants contained in the gas in the soil and groundwater.

尚、掘削軸2の引き上げは、削孔の深度と浄化処理液10の流量を施工機1内に設けた計測器(図示せず)で計測しながら、引き上げ速度を調整し行われる。これにより浄化処理液10が均一な量に供給される。   The excavation shaft 2 is lifted by adjusting the pulling speed while measuring the depth of the drilling hole and the flow rate of the purification treatment liquid 10 with a measuring instrument (not shown) provided in the construction machine 1. Thereby, the purification treatment liquid 10 is supplied in a uniform amount.

このようにして、浄化の必要な領域について全域を順次柱列状に浄化が行われるが、その施工は領域の一部が互いに重なるようにラップ型施工としてもよく、或いは領域の一部が互いに接する接円型施工としてもよい。   In this way, the entire area of the area that needs to be cleaned is sequentially cleaned in a column shape, but the construction may be a lap type construction so that parts of the areas overlap each other, or parts of the areas may be mutually connected. It is good also as a contact circle type construction to touch.

本発明方法を実施するために使用する装置の正面図である。It is a front view of the apparatus used in order to implement this invention method. 本発明方法の作業順序を示す工程図である。It is process drawing which shows the operation | work order of this invention method. 本発明方法の作業順序を示す工程図である。It is process drawing which shows the operation | work order of this invention method. 本発明方法の作業順序を示す工程図である。It is process drawing which shows the operation | work order of this invention method. 本発明方法の作業順序を示す工程図である。It is process drawing which shows the operation | work order of this invention method.

符号の説明Explanation of symbols

1 施工機
2 掘削軸
3 高圧ホース
4 掘削羽根
5 土壌
6 水槽
7 高圧ポンプ
8 水
9 浄化処理液槽
10 浄化処理液
11 ノズル
12 撹拌プラント
13 発電機
DESCRIPTION OF SYMBOLS 1 Construction machine 2 Excavation shaft 3 High pressure hose 4 Excavation blade 5 Soil 6 Water tank 7 High pressure pump 8 Water 9 Purification processing liquid tank 10 Purification processing liquid 11 Nozzle 12 Stirring plant 13 Generator

Claims (4)

土壌中に施工機の掘削軸で削孔時に注水しながら削孔し、削孔後、掘削軸の引き上げ時に浄化処理液を注入しながら掘削軸を回転し、掘削軸を引き上げることを特徴とする汚染土壌の浄化方法。   Drilling water while pouring water at the excavation shaft of the construction machine into the soil during drilling, and after excavation, rotating the excavation shaft while injecting purification treatment liquid when pulling up the excavation shaft, and lifting the excavation shaft Purification method for contaminated soil. 注水及び注入は土壌中に高圧で噴射することを特徴とする請求項1記載の汚染土壌の浄化方法。   2. The method for purifying contaminated soil according to claim 1, wherein the water injection and injection are carried out at a high pressure in the soil. 掘削軸の引き上げ速度は削孔の深度と浄化処理液の流量を計測しながら自動で行われることを特徴とする請求項1又は2記載の汚染土壌の浄化方法。   The method for purifying contaminated soil according to claim 1 or 2, wherein the lifting speed of the excavation shaft is automatically performed while measuring the depth of the drilling hole and the flow rate of the purification treatment liquid. 浄化処理液は水分子クラスターを細分化処理してなる高浸透性水と、この高浸透性水に混在する高炭素質で高多孔質の微粉末状の活性炭を主要構成成分とすることを特徴とする請求項1、2又は3記載の汚染土壌の浄化方法。   The clarification treatment liquid is mainly composed of highly permeable water obtained by subdividing water molecule clusters and high carbonaceous and highly porous activated carbon mixed in this highly permeable water. The method for purifying contaminated soil according to claim 1, 2 or 3.
JP2003386438A 2003-11-17 2003-11-17 Method of purifying polluted soil Pending JP2005144345A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003386438A JP2005144345A (en) 2003-11-17 2003-11-17 Method of purifying polluted soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003386438A JP2005144345A (en) 2003-11-17 2003-11-17 Method of purifying polluted soil

Publications (1)

Publication Number Publication Date
JP2005144345A true JP2005144345A (en) 2005-06-09

Family

ID=34694123

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003386438A Pending JP2005144345A (en) 2003-11-17 2003-11-17 Method of purifying polluted soil

Country Status (1)

Country Link
JP (1) JP2005144345A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007023577A (en) * 2005-07-14 2007-02-01 Karuto Kk Excavating method for soil and method for burying pipe for purification in dug hole
WO2012157340A1 (en) * 2011-05-16 2012-11-22 学校法人福岡大学 Environmental restoration apparatus and environmental restoration method
CN104353664A (en) * 2014-10-31 2015-02-18 上海岩土工程勘察设计研究院有限公司 Method for constructing in-situ high-pressure jet-grouting stirring pile for polluted field remediation
CN112958617A (en) * 2021-02-24 2021-06-15 福建联拓环境治理有限公司 Soil organic matter treatment method and treatment device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007023577A (en) * 2005-07-14 2007-02-01 Karuto Kk Excavating method for soil and method for burying pipe for purification in dug hole
WO2012157340A1 (en) * 2011-05-16 2012-11-22 学校法人福岡大学 Environmental restoration apparatus and environmental restoration method
CN104353664A (en) * 2014-10-31 2015-02-18 上海岩土工程勘察设计研究院有限公司 Method for constructing in-situ high-pressure jet-grouting stirring pile for polluted field remediation
CN112958617A (en) * 2021-02-24 2021-06-15 福建联拓环境治理有限公司 Soil organic matter treatment method and treatment device

Similar Documents

Publication Publication Date Title
US5061119A (en) Method and apparatus for the remediation of contaminated soils
KR101955112B1 (en) Method for Field soil stabilization and remediation of polluted soil by Extraction / filling method using PMI-system
JP2009112933A (en) Soil purifying method
KR20030087915A (en) Method for purifying a layer of contaminated soil and apparatus
JP3567435B2 (en) Contaminated soil cleaning system and cleaning method using it
JP2004016859A (en) In situ purification method of polluted soil
KR20110041262A (en) The multi-type injection &amp; jetting equipment and in-situ soil remediation method using this equipment
JP3215102B2 (en) How to clean contaminated soil
JP4405185B2 (en) In-situ purification method for soil contaminated with organochlorine compounds
JP2005144345A (en) Method of purifying polluted soil
JP3716998B2 (en) Soil purification method and apparatus
JP3809579B2 (en) Contaminated soil improvement method
JP3586841B2 (en) How to clean the soil
KR101410473B1 (en) Monitoring system for in-situ underground agitation and soil washing method for complexly contaminated soil using the same
JP3612258B2 (en) Soil purification agent and soil purification method
JP4141184B2 (en) In-situ purification method for contaminated groundwater
KR101275378B1 (en) Hybrid type soil washing method using in-situ complexly contaminated soil agitation
JP2001079534A (en) Method for cleaning contaminated soil
JP3615064B2 (en) Contaminated soil purification method
KR100982809B1 (en) Apparatus and method for purifying polluted soil using direct ground boring-injecting
JP2004074102A (en) Method of improving contaminated soil
WO1999042182A1 (en) Method and apparatus for removing chlorinated contaminants from soil
JP3897553B2 (en) Construction method of underground purification wall
KR101852138B1 (en) Agitating apparatus and hybrid type soil washing method for in-situ complexly contaminated soil using Agitating apparatus
JP4347717B2 (en) Soil purification method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20050822

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20070706

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070717

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20071120

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20071221

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20080107

A911 Transfer to examiner for re-examination before appeal (zenchi)

Free format text: JAPANESE INTERMEDIATE CODE: A911

Effective date: 20080221

A912 Re-examination (zenchi) completed and case transferred to appeal board

Free format text: JAPANESE INTERMEDIATE CODE: A912

Effective date: 20080314