JP2003245649A - Pollution purification method - Google Patents

Pollution purification method

Info

Publication number
JP2003245649A
JP2003245649A JP2002046387A JP2002046387A JP2003245649A JP 2003245649 A JP2003245649 A JP 2003245649A JP 2002046387 A JP2002046387 A JP 2002046387A JP 2002046387 A JP2002046387 A JP 2002046387A JP 2003245649 A JP2003245649 A JP 2003245649A
Authority
JP
Japan
Prior art keywords
pipe
hole
freezing
drilled hole
around
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
JP2002046387A
Other languages
Japanese (ja)
Other versions
JP3843238B2 (en
Inventor
Isao Miura
勇雄 三浦
Osamu Chiba
脩 千葉
Toshiro Itaya
俊郎 板谷
Gakuo Kanazawa
岳夫 金沢
Akira Ishikura
公 石倉
Shinichi Yamagami
伸一 山上
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.)
Mayekawa Manufacturing Co
Toda Corp
Original Assignee
Mayekawa Manufacturing Co
Toda Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mayekawa Manufacturing Co, Toda Corp filed Critical Mayekawa Manufacturing Co
Priority to JP2002046387A priority Critical patent/JP3843238B2/en
Publication of JP2003245649A publication Critical patent/JP2003245649A/en
Application granted granted Critical
Publication of JP3843238B2 publication Critical patent/JP3843238B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Physical Water Treatments (AREA)
  • Processing Of Solid Wastes (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a pollution purification method which enables cleaning treatment in situ, improvement in the treatment efficiency of a polluted object such as polluted soil or the like, shortening of the treatment period and lowering the cost of the treatment. <P>SOLUTION: The pollution treatment method comprises steps of forming a dug hole reaching polluted soil 10 by digging the ground 12 in which the polluted soil 10 exists, freezing the peripheral part of the dug hole 16 by injecting liquefied carbon dioxide 20 in the dug hole 16 so as to draw pollutants 22 in the peripheral part of the dug hole 16 to the surrounding of the dug hole 16 by the freezing, and removing the pollutants 22 drawn in the surrounding of the dug hole 16. <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、汚染浄化方法に関
し、特に、トリクロロエチレンやテトラクロロエチレン
等の汚染物質等により汚染された土壌や地下水等の環境
を浄化するための汚染浄化方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for cleaning pollution, and more particularly to a method for cleaning pollution for cleaning the environment such as soil and groundwater contaminated by contaminants such as trichlorethylene and tetrachloroethylene.

【0002】[0002]

【背景技術及び発明が解決しようとする課題】近年、汚
染物質、特にトリクロロエチレンやテトラクロロエチレ
ン等の有機塩素化合物等(以下VOC)による土壌や地
下水等の環境の汚染が指摘されている。
BACKGROUND ART In recent years, environmental pollution such as soil and groundwater due to pollutants, particularly organic chlorine compounds such as trichlorethylene and tetrachloroethylene (hereinafter referred to as VOC) has been pointed out.

【0003】そのため、環境汚染に対する種々の対策が
なされている。
Therefore, various measures have been taken against environmental pollution.

【0004】例えば、゜汚染された環境に対する対策と
して、汚染された環境から汚染物質を隔離し、あるい
は、取り除くことで、環境を元の状態に修復する方法が
行われている。
For example, as a measure against a polluted environment, a method of isolating or removing a pollutant from the polluted environment to restore the environment to its original state is used.

【0005】このような方法としては、大別すると、封
じ込め槽を形成してそこに汚染土壌を封じ込める封じ込
め法、対象地を掘削して対象地内あるいは対象地外で汚
染物質の分離、分解等を行う外部処理法、対象地の原位
置で汚染物質の分解、抽出を行う原位置浄化法などがあ
る。
[0005] Such methods are roughly classified into a containment method of forming a containment tank and containing contaminated soil therein, and a method of excavating a target site to separate and decompose pollutants in the target site or outside the target site. There are external treatment methods to be performed, in-situ purification methods to decompose and extract pollutants in-situ in the target area.

【0006】封じ込め法は、汚染源の隔離、拡散防止、
低〜高濃度に対応可能であるが、汚染源の残存、薬剤の
再不溶化、封じ込め槽破損、適切な維持管理、半永久的
なモニタリング等が必要となるという問題がある。
[0006] Containment methods include isolation of pollution sources, prevention of diffusion,
Although it is possible to cope with low to high concentrations, there is a problem that residual pollution sources, reinsolubilization of chemicals, damage to the containment tank, appropriate maintenance, semi-permanent monitoring, etc. are required.

【0007】外部処理法としては、汚染物質を分離処理
する分級洗浄、加熱処理、乾燥処理、ホットソイル工
法、汚染物質を分解処理する化学的分解、熱分解、バイ
オレメディエーションなどがある。
Examples of external treatment methods include classification cleaning for separating contaminants, heat treatment, drying treatment, hot soil method, chemical decomposition for decomposing contaminants, thermal decomposition, bioremediation and the like.

【0008】しかし、対象地内で処理する場合は、仮設
設備を設けるだけの敷地が必要となり、また対象地外で
処理する場合では作業手間や運搬費などがかかり、さら
に、濃縮分離された汚染物質については分解、中和沈
殿、吸着などの対策が必要となるという問題がある。
[0008] However, when processing is carried out in the target area, a site for provision of temporary equipment is required, and when processing is carried out outside the target area, labor and transportation costs are required. However, there is a problem that measures such as decomposition, neutralization precipitation and adsorption are required.

【0009】原位置浄化法としては、汚染物質を分解処
理するバイオレメディエーション、土壌還元、鉄粉法、
汚染物質を抽出処理する地下水揚水、土壌ガス吸引、電
気処理等があり、汚染物質を無害化するため、汚染源の
残存がなく有効な土地利用を図ることができる。
In-situ purification methods include bioremediation for decomposing pollutants, soil reduction, iron powder method,
There are groundwater pumping to extract pollutants, suction of soil gas, electric treatment, etc., and since the pollutants are rendered harmless, there is no residual pollutant source and effective land use can be achieved.

【0010】しかし、汚染物質の濃度に制限があった
り、土壌特性の影響により浄化効率の低下及び工期の長
期化によりランニングコストが高価になるという問題が
ある。
However, there are problems that the concentration of pollutants is limited, the purification efficiency is lowered due to the influence of soil characteristics, and the construction period is prolonged, resulting in high running costs.

【0011】本発明の目的は、原位置で浄化を行い、し
かも、汚染土壌等の汚染対象物の浄化効率の向上と、工
期の短縮化及び低コスト化を図ることのできる汚染浄化
方法を提供することにある。
An object of the present invention is to provide a method for pollution purification which can perform in-situ purification and can improve the efficiency of purification of contaminated objects such as contaminated soil, shorten the construction period, and reduce the cost. To do.

【0012】[0012]

【課題を解決するための手段】前記目的を達成するた
め、本発明の汚染浄化方法は、汚染対象物の存在する地
盤を掘削して前記汚染対象物に達する削孔を形成する工
程と、前記削孔内に凍結剤を注入して前記削孔周辺を凍
結させ、この凍結によって前記削孔周辺の汚染物質を前
記削孔の周囲に引き寄せる工程と、前記削孔の周囲に引
き寄せた汚染物質を除去する工程と、を含むことを特徴
とする。
In order to achieve the above-mentioned object, a method for purifying pollution according to the present invention comprises a step of excavating a ground where an object to be polluted exists to form a drilling hole reaching the object to be polluted, Injecting a freezing agent into the drilling hole to freeze the periphery of the drilling hole, the step of attracting the contaminants around the drilling hole to the periphery of the drilling hole by this freezing, and the contaminants attracted to the periphery of the drilling hole. And a removing step.

【0013】本発明によれば、汚染対象物に達する削孔
を形成して、凍結剤を用いて削孔側面層を凍結させる
と、凍結土壌周辺の水や汚染物資が引き寄せられ、不凍
水やVOC等の汚染物質層が形成されることとなり、こ
の削孔の周辺に引き寄せた不凍水や汚染物質等を通常の
ガス吸引・揚水ばっ気処理等を用いることで、汚染対象
物中の汚染物質を除去することができる。
According to the present invention, when a drilling hole reaching a contaminated object is formed and the drilling side surface layer is frozen using a freezing agent, water and contaminants around the frozen soil are attracted, and the antifreezing water is obtained. A pollutant layer such as VOCs and VOCs will be formed, and the antifreeze water and pollutants attracted to the periphery of the drilled hole will be treated by normal gas suction and pumping aeration. Pollutants can be removed.

【0014】従って、原位置で簡単に汚染対象物を浄化
することができ、簡略な構成とすることができる。
Therefore, the contaminated object can be easily purified at the original position, and the structure can be simplified.

【0015】また、通常のガス吸引・揚水ばっ気処理な
どに比べて、削孔の周囲に汚染物質を引き寄せることが
できるため、処理個所数が少なく、浄化効率が向上し、
工期を大幅に短縮することができる。
Further, as compared with the usual gas suction / pumping aeration process and the like, contaminants can be attracted to the periphery of the drilled hole, so that the number of treatment points is small and the purification efficiency is improved.
The construction period can be greatly shortened.

【0016】さらに、他の分解、抽出等の浄化方法に比
べて、ランニングコストが低く、迅速な処理を行うこと
ができる。
Further, compared with other purification methods such as decomposition and extraction, the running cost is low and a rapid treatment can be performed.

【0017】本発明においては、前記凍結剤に液化炭酸
または固体炭酸を用いることができる。
In the present invention, liquefied carbonic acid or solid carbonic acid can be used as the freezing agent.

【0018】このような構成とすることにより、凍結し
た汚染土壌を解凍させ、液化炭酸または固体炭酸と土壌
中の水分とが反応し、その際発生する炭酸ガスを利用し
て不凍水や汚染物質の揮発及び溶出速度を促進すること
ができる。
With such a structure, frozen contaminated soil is thawed, and liquefied carbonic acid or solid carbonic acid reacts with water in the soil, and carbon dioxide generated at that time is used to produce antifreeze water or pollution. The rate of volatilization and elution of substances can be promoted.

【0019】本発明においては、前記削孔を形成した
後、前記凍結剤を注入する前に、前記削孔内に前記凍結
剤と前記削孔内壁との直接接触を防止する管を挿入する
工程を有するものとすることができる。
In the present invention, a step of inserting a pipe for preventing direct contact between the freezing agent and the inner wall of the drilled hole into the drilled hole after forming the drilled hole and before injecting the cryogen. May be included.

【0020】このような構成とすることにより、管によ
って凍結剤が削孔内壁と直接接触して削孔周囲を凍結す
ることがなく、管を介して凍結させることとなるため、
削孔周囲の凍結時間を管によって調整することができ
る。
With such a structure, the freezing agent does not directly contact the inner wall of the drilled hole by the pipe to freeze around the drilled hole, and the freezing agent is frozen through the pipe.
The freezing time around the drilled hole can be adjusted by the tube.

【0021】また、凍結剤に液化炭酸または固体炭酸を
用いる場合、液化炭酸または固体炭酸が注入される際
に、削孔内壁の水と直接接触して反応し、炭酸ガスが発
生してしまうのを防止することができる。
When liquefied carbonic acid or solid carbonic acid is used as the freezing agent, when the liquefied carbonic acid or solid carbonic acid is injected, it reacts by directly contacting the water on the inner wall of the drilled hole to generate carbon dioxide gas. Can be prevented.

【0022】本発明においては、前記削孔内から前記管
を抜き取り、前記削孔周辺で凍結した汚染対象物を解凍
し、前記削孔内及び周囲の汚染物質を回収して除去する
ことができる。
In the present invention, the pipe can be pulled out from the inside of the drilled hole, the contaminated object frozen around the drilled hole can be thawed, and the pollutants inside and around the drilled hole can be collected and removed. .

【0023】このような構成とすることにより、削孔内
から管を抜き取って解凍することで、凍結剤と削孔内壁
とを接触させた状態で効率よく解凍することができる。
With such a structure, the pipe can be extracted from the drilled hole and thawed, so that the cryogen and the inner wall of the drilled hole can be efficiently thawed.

【0024】特に、解凍剤に液化炭酸または固体炭酸を
用いた場合、凍結した汚染土壌の解凍時に液化炭酸また
は固体炭酸より発生する炭酸ガスを直接削孔の内壁に作
用させて汚染物質の揮発及び溶出速度を促進することが
できる。
In particular, when liquefied carbonic acid or solid carbonic acid is used as the defrosting agent, carbon dioxide gas generated from liquefied carbonic acid or solid carbonic acid during thawing of frozen contaminated soil is directly acted on the inner wall of the drilling hole to volatilize the pollutants and The elution rate can be accelerated.

【0025】本発明においては、削孔内に管を挿入する
場合、前記凍結剤による凍結後、前記管と管内の凍結剤
及び管周囲の土壌ごと取り出して汚染物質を回収、除去
することができる。
In the present invention, when the pipe is inserted into the drilled hole, after freezing with the freezing agent, the pipe, the freezing agent in the pipe and the soil around the pipe can be taken out to collect and remove contaminants. .

【0026】このような構成とすることにより、管と管
内の凍結剤及び管周囲の土壌毎取り出して汚染物質を回
収、除去することで、重金属や油等を汚染物質に含む場
合に適するものとなる。
With such a structure, the pipe, the freezing agent in the pipe and the soil around the pipe are taken out to collect and remove the pollutants, which is suitable for the case where heavy metals, oil, etc. are contained in the pollutants. Become.

【0027】本発明においては、削孔内に管を挿入する
場合、前記凍結剤による凍結後、前記管及び管内の凍結
剤を前記削孔内から抜き取る工程を含むようにすること
ができる。
In the present invention, when the pipe is inserted into the drilled hole, a step of withdrawing the pipe and the cryogen in the pipe from the drilled hole can be included after freezing with the cryogen.

【0028】この場合、前記管及び管内の凍結剤を抜き
取った後、前記削孔周囲の汚染物質を分解除去すること
ができる。
In this case, after removing the pipe and the cryogen in the pipe, the contaminants around the drilled hole can be decomposed and removed.

【0029】このような構成とすることにより、管及び
管内の凍結剤を抜き取った削孔内に、例えば紫外線ラン
プ等の汚染物質を分解除去する手段を挿入して汚染物質
を分解除去することができる。
With such a structure, it is possible to decompose and remove the contaminants by inserting a means for decomposing and removing the contaminants, such as an ultraviolet lamp, into the pipe and the drilling hole in which the cryogen in the pipe is extracted. it can.

【0030】この方法は、油やVOCを含む汚染物質の
浄化に適したものとなる。
This method is suitable for purification of pollutants including oil and VOC.

【0031】[0031]

【発明の実施の形態】以下、本発明の実施の形態につい
て図面を参照して詳細に説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

【0032】図1〜図5は、本発明の一実施の形態に係
る汚染浄化方法を示す図である。
FIG. 1 to FIG. 5 are views showing a pollution purifying method according to an embodiment of the present invention.

【0033】この汚染浄化方法は、本実施の形態では、
汚染土壌の浄化方法について説明するが、汚染地下水等
にも適用できるものである。
In the present embodiment, this pollution purification method is
The method for cleaning contaminated soil will be explained, but it can also be applied to contaminated groundwater.

【0034】まず、図1に示すように、汚染対象物であ
る汚染土壌10の存在する地盤12を掘削機14により
掘削して汚染土壌10に達する削孔16を形成する。
First, as shown in FIG. 1, the ground 12 on which the polluted soil 10 as the polluted object exists is excavated by the excavator 14 to form the drilled holes 16 reaching the polluted soil 10.

【0035】この場合、掘削に先立って、ボーリング等
を行い汚染土壌10の範囲や深さを調査しておき、それ
に従って削孔16の掘削を行う。
In this case, prior to excavation, boring or the like is performed to investigate the range and depth of the contaminated soil 10, and the drilling hole 16 is excavated accordingly.

【0036】次いで、図2に示すように、削孔16内
に、削孔16とほぼ同径の管18を挿入する。
Then, as shown in FIG. 2, a pipe 18 having a diameter substantially the same as that of the drilled hole 16 is inserted into the drilled hole 16.

【0037】この管18は、金属製のものでも、合成樹
脂製のものでも採用することができる。
The tube 18 may be made of metal or synthetic resin.

【0038】また、金属製の管18の場合には、熱伝導
率の異なるものを種々選択して採用することができる。
In the case of the metal tube 18, various tubes having different thermal conductivity can be selected and used.

【0039】これによって、削孔16周辺の凍結時間を
調整するとができる。
With this, the freezing time around the drilled hole 16 can be adjusted.

【0040】次に、図3に示すように、削孔16、具体
的には管18内に凍結剤として液化炭酸20を注入し
て、削孔16の周囲(側面層)を凍結させる。
Next, as shown in FIG. 3, liquefied carbonic acid 20 as a freezing agent is injected into the drilled hole 16, specifically, the pipe 18 to freeze the periphery (side surface layer) of the drilled hole 16.

【0041】この凍結によって削孔16周辺の汚染物質
22が削孔16の周囲に引き寄せられることとなる。
Due to this freezing, the contaminants 22 around the drilled hole 16 are attracted to the periphery of the drilled hole 16.

【0042】この汚染物質22が凍結によって削孔16
周辺に引き寄せられるという現象は、寒冷地において気
温が0℃以下になると土壌の表面が凍結し、周辺の土壌
水が凍結面へ移動し、氷の層を形成する現象として知ら
れている。
This contaminant 22 is drilled 16 by freezing.
The phenomenon of being attracted to the surrounding area is known as a phenomenon in which the surface of the soil freezes when the temperature falls below 0 ° C. in cold regions, and the surrounding soil water moves to the freezing surface, forming an ice layer.

【0043】この凍上現象は、凍結面へ土壌水が移動し
てくるのが原因であることが突き止められているが、な
ぜ凍結面へ土壌水が移動するのかはよくわかっていない
のが現状である。
It has been ascertained that this frost heave phenomenon is caused by the movement of soil water to the freezing surface, but at present it is not clear why the soil water moves to the freezing surface. is there.

【0044】これは、おそらく凍土中に、凍りたくても
凍れない不凍水が土壌粒子表面に残っており、それが凍
結面に引き寄せられるらしいと考えられている。
It is considered that antifreeze water, which does not freeze even if it is desired to be frozen, remains on the surface of soil particles in frozen soil, and it is thought that it is attracted to the frozen surface.

【0045】そして、この現象を用い、汚染土壌10を
掘削し、その削孔16内に液化炭酸20を注入し、削孔
16の側面層を凍結させると、土壌周辺の水やVOC等
の汚染物質22が引き寄せられ、不凍水や汚染物質層2
4が形成されることとなる。
Using this phenomenon, the contaminated soil 10 is excavated, liquefied carbonic acid 20 is injected into the drilled hole 16 and the side surface layer of the drilled hole 16 is frozen, so that water and VOCs around the soil are contaminated. The substance 22 is attracted to the antifreeze water and the pollutant layer 2
4 will be formed.

【0046】次に、図4に示すように、液化炭酸20を
土壌中に残し、管18を削孔16内から抜き取る。
Next, as shown in FIG. 4, the liquefied carbonic acid 20 is left in the soil, and the pipe 18 is pulled out from the drilled hole 16.

【0047】この場合、管18の底部は開放された状態
となっている。
In this case, the bottom of the pipe 18 is in an open state.

【0048】この状態で、凍結した汚染土壌10を解凍
し、その際液化炭酸20から発生する炭酸ガスを利用
し、不凍水や汚染物質層24の溶出速度を促進するとと
もに、図5に示すように、真空ポンプ26により削孔1
6内の汚染物質22を気液分離層28へと吸引し、さら
に活性炭吸着装置30へと送り、浄化した後、排気する
ようにしている。
In this state, the frozen contaminated soil 10 is thawed, and the carbon dioxide gas generated from the liquefied carbon dioxide 20 at that time is used to accelerate the elution rate of the antifreeze water and the pollutant layer 24, as shown in FIG. So that the vacuum pump 26
The contaminant 22 in 6 is sucked into the gas-liquid separation layer 28, further sent to the activated carbon adsorbing device 30, cleaned, and then exhausted.

【0049】また、地下水が汚染されている場合は、図
示せぬ揚水ポンプを用い、ばっ気処理装置32に取り出
し、ばっ気処理して浄化された処理水を排出するととも
に、汚染ガスをブロワー34にて活性炭吸着装置30へ
と送り浄化して排気するようにしている。
When the groundwater is contaminated, a pumping pump (not shown) is used to take it out to the aeration processing device 32, and to discharge the treated water which has been purified by the aeration process and to blow the contaminated gas to the blower 34. It is sent to the activated carbon adsorption device 30 for purification and exhaust.

【0050】このように、汚染土壌10を掘削し、液化
炭酸20を用いて削孔16の側面層を凍結させて不凍水
や汚染物質22を引き寄せ、周辺の不凍水や汚染物質2
2の溶出速度を促進させて、ガス吸引、揚水ばっ気処理
することにより、通常のガス吸引、揚水ばっ気処理に比
べて処理個所数と工期、コストを大幅に減少することが
できる。
In this way, the contaminated soil 10 is excavated, the side layer of the drilled hole 16 is frozen by using the liquefied carbonic acid 20, and the antifreeze water and the pollutant 22 are attracted to the surrounding antifreeze water and the pollutant 2.
By accelerating the elution rate of No. 2 and performing gas suction and pumping aeration for pumping, the number of treatment points, construction period, and cost can be greatly reduced as compared with ordinary gas suction and pumping for pumping aeration.

【0051】図6には、本発明の他の実施の形態に係る
汚染浄化方法を示す。
FIG. 6 shows a pollution purifying method according to another embodiment of the present invention.

【0052】この汚染浄化方法は、前記実施の形態にお
ける図3の管18に液化炭酸20を注入して掘削16の
側面層を凍結させる工程までは共通した状態となってお
り、この液化炭酸20による凍結後、管18と液化炭酸
20及び管18周囲の汚染土壌10ごと取り出して汚染
物質22を回収、除去するようにしている。
This pollution purification method is common until the step of injecting the liquefied carbon dioxide 20 into the pipe 18 of FIG. 3 and freezing the side surface layer of the excavation 16 in the above-described embodiment. After freezing by the method, the pipe 18, the liquefied carbon dioxide 20, and the contaminated soil 10 around the pipe 18 are taken out to collect and remove the contaminant 22.

【0053】このようにすることで、油や重金属、VO
C等を含む汚染物質22の浄化に適したものとすること
ができる。
By doing so, oil, heavy metal, VO
It can be made suitable for purifying the contaminant 22 containing C and the like.

【0054】図7及び図8には、本発明のさらに他の実
施の形態に係る汚染浄化方法を示す。
7 and 8 show a pollution purifying method according to still another embodiment of the present invention.

【0055】この汚染浄化方法では、図1〜図3に示す
ように削孔16を掘削し、この削孔16内に管18を挿
入し、さらに、削孔16内に液化炭酸20を注入して削
孔16の側面層を凍結させ、不凍液や汚染物質22を削
孔16の周囲に引き寄せた後、図7に示すように、管1
8及び管18内の液化炭酸20を抜き取る。
In this pollution control method, a hole 16 is drilled as shown in FIGS. 1 to 3, a pipe 18 is inserted into the hole 16, and liquefied carbon dioxide 20 is injected into the hole 16. After freezing the side surface layer of the drilled hole 16 and pulling the antifreeze liquid and the contaminants 22 around the drilled hole 16, as shown in FIG.
8 and the liquefied carbon dioxide 20 in the pipe 18 are extracted.

【0056】この場合、管18の底部は閉じた状態とな
っている。
In this case, the bottom of the pipe 18 is closed.

【0057】次いで、管18及び液化炭酸20を抜き取
った削孔16内に紫外線ランプ42を挿入し、削孔16
の周囲に引き寄せられた汚染物質22を紫外線により分
解除去するようにしている。
Next, the ultraviolet lamp 42 is inserted into the drilled hole 16 from which the pipe 18 and the liquefied carbon dioxide 20 are removed, and the drilled hole 16 is drilled.
The contaminants 22 attracted to the surrounding area are decomposed and removed by ultraviolet rays.

【0058】本発明は、前記実施の形態に限定されるも
のではなく、本発明の要旨の範囲内において種々の形態
に変形可能である。
The present invention is not limited to the above embodiment, but can be modified into various forms within the scope of the gist of the present invention.

【0059】例えば、前記実施の形態では、凍結剤とし
て液化炭酸を用いているが、固体炭酸を用いてもよく、
あるいは、炭酸ガスを用いる必要がない場合には、液体
窒素などの凍結剤を用いることができる。
For example, although liquefied carbonic acid is used as the freezing agent in the above-mentioned embodiment, solid carbonic acid may be used,
Alternatively, if it is not necessary to use carbon dioxide gas, a freezing agent such as liquid nitrogen can be used.

【0060】また、液化炭酸と削孔内の水との反応を考
慮する必要がない場合には、削孔内に管を挿入するのを
省略することもできる。
If it is not necessary to consider the reaction between the liquefied carbonic acid and the water in the hole, it is possible to omit inserting the pipe into the hole.

【0061】さらに、図8では削孔内に紫外線ランプを
挿入して汚染物質を分解除去するようにしているが、他
の分解除去手段、例えば、化学的分解除去、鉄粉分解除
去、ナノカーボン、バイオレメディエーションによる分
解除去、加熱分解除去等を用いることも可能である。
Further, in FIG. 8, an ultraviolet lamp is inserted into the drilled hole to decompose and remove contaminants, but other means for decomposition and removal, such as chemical decomposition and removal, iron powder decomposition and removal, and nanocarbon are used. It is also possible to use decomposition removal by bioremediation, thermal decomposition removal, and the like.

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

【図1】本発明の一実施の形態における削孔の形成状態
を示す断面図である。
FIG. 1 is a cross-sectional view showing a state of forming a hole in an embodiment of the present invention.

【図2】図1において形成された削孔に管を挿入した状
態を示す断面図である。
FIG. 2 is a cross-sectional view showing a state in which a pipe is inserted into the drilled hole formed in FIG.

【図3】図2の状態から管内に液化炭酸を注入して凍結
させた状態を示す断面図である。
FIG. 3 is a cross-sectional view showing a state in which liquefied carbonic acid is injected into the tube and frozen from the state of FIG.

【図4】図3の状態から管を取り出した状態を示す断面
図である。
FIG. 4 is a cross-sectional view showing a state in which a tube is taken out from the state of FIG.

【図5】図4の状態から凍結した液化炭酸を解凍させ、
ガス吸引、揚水ばっ気処理を行っている状態を示す断面
図である。
FIG. 5: Thaw frozen liquefied carbonic acid from the state of FIG.
It is sectional drawing which shows the state which is performing gas suction and pumping aeration.

【図6】本発明の他の実施の形態に係る汚染浄化方法を
示す断面図である。
FIG. 6 is a cross-sectional view showing a pollution purifying method according to another embodiment of the present invention.

【図7】本発明のさらに他の実施の形態に係る汚染浄化
方法の凍結後に管及び凍結した液化炭酸を取り出した状
態を示す断面図である。
FIG. 7 is a cross-sectional view showing a state in which a pipe and frozen liquefied carbonic acid are taken out after freezing in a method for cleaning pollution according to still another embodiment of the present invention.

【図8】図7の状態から削孔内に紫外線ランプを挿入し
て浄化を行う状態を示す断面図である。
8 is a cross-sectional view showing a state in which an ultraviolet lamp is inserted into the drilled hole for purification from the state of FIG. 7.

【符号の説明】[Explanation of symbols]

10 汚染土壌 12 地盤 16 削孔 18 管 20 液化炭酸 22 汚染物質 28 気液分離層 30 活性炭吸着装置 32 ばっ気処理装置 42 紫外線ランプ 10 contaminated soil 12 ground 16 Drilling 18 tubes 20 Liquefied carbonic acid 22 pollutants 28 Gas-liquid separation layer 30 Activated carbon adsorption device 32 Aeration processing device 42 UV lamp

───────────────────────────────────────────────────── フロントページの続き (72)発明者 千葉 脩 東京都中央区京橋1丁目7番1号 戸田建 設株式会社内 (72)発明者 板谷 俊郎 東京都中央区京橋1丁目7番1号 戸田建 設株式会社内 (72)発明者 金沢 岳夫 東京都江東区牡丹2丁目13番1号 株式会 社前川製作所内 (72)発明者 石倉 公 東京都江東区牡丹2丁目13番1号 株式会 社前川製作所内 (72)発明者 山上 伸一 東京都江東区牡丹2丁目13番1号 株式会 社前川製作所内 Fターム(参考) 4D004 AA41 AB06 CA01 CA32 CA43 CA50 CC12 4D037 AA11 AB14 BA21    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Satoshi Chiba             Toda Ken 1-7-1 Kyobashi, Chuo-ku, Tokyo             Inside the corporation (72) Inventor Toshiro Itaya             Toda Ken 1-7-1 Kyobashi, Chuo-ku, Tokyo             Inside the corporation (72) Inventor Takeo Kanazawa             2-13-1, Peony, Koto-ku, Tokyo Stock market             Shamaegawa Works (72) Inventor Kim Ishikura             2-13-1, Peony, Koto-ku, Tokyo Stock market             Shamaegawa Works (72) Inventor Shinichi Yamagami             2-13-1, Peony, Koto-ku, Tokyo Stock market             Shamaegawa Works F-term (reference) 4D004 AA41 AB06 CA01 CA32 CA43                       CA50 CC12                 4D037 AA11 AB14 BA21

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 汚染対象物の存在する地盤を掘削して前
記汚染対象物に達する削孔を形成する工程と、 前記削孔内に凍結剤を注入して前記削孔周辺を凍結さ
せ、この凍結によって前記削孔周辺の汚染物質を前記削
孔の周囲に引き寄せる工程と、 前記削孔の周囲に引き寄せた汚染物質を除去する工程
と、 を含むことを特徴とする汚染浄化方法。
1. A step of excavating a ground in which a polluted object exists to form a drill hole reaching the polluted object, and a freezing agent is injected into the drill hole to freeze the periphery of the drill hole. A pollution purification method comprising: a step of attracting contaminants around the drilled hole to the periphery of the drilled hole by freezing; and a step of removing the contaminants drawn around the drilled hole.
【請求項2】 請求項1において、 前記凍結剤に液化炭酸または固体炭酸を用いることを特
徴とする汚染浄化方法。
2. The method according to claim 1, wherein liquefied carbonic acid or solid carbonic acid is used as the freezing agent.
【請求項3】 請求項1または2において、 前記削孔を形成した後、前記凍結剤を注入する前に、前
記削孔内に前記凍結剤と前記削孔内壁との直接接触を防
止する管を挿入する工程を有することを特徴とする汚染
浄化方法。
3. The pipe according to claim 1 or 2, which prevents direct contact between the freezing agent and the inner wall of the drilling hole in the drilling hole after the drilling hole is formed and before the cryogen is injected. A method for decontaminating pollution, which comprises a step of inserting.
【請求項4】 請求項1〜3のいずれかにおいて、 前記削孔内から前記管を抜き取り、 前記削孔周辺で凍結した汚染対象物を解凍し、前記削孔
内及び周囲の汚染物質を回収して除去することを特徴と
する汚染浄化方法。
4. The pipe according to claim 1, wherein the pipe is extracted from the hole, the contaminated object frozen around the hole is thawed, and the contaminants inside and around the hole are collected. A method for purifying pollution, which is characterized in that
【請求項5】 請求項3において、 前記凍結剤による凍結後、前記管と管内の凍結剤及び管
周囲の土壌ごと取り出して汚染物質を回収、除去するこ
とを特徴とする汚染浄化方法。
5. The method according to claim 3, wherein after freezing with the freezing agent, the pipe, the freezing agent in the pipe, and the soil around the pipe are taken out to collect and remove contaminants.
【請求項6】 請求項3において、 前記凍結剤による凍結後、前記管及び管内の凍結剤を前
記削孔内から抜き取る工程を含むことを特徴とする汚染
浄化方法。
6. The method according to claim 3, further comprising a step of extracting the pipe and the freezing agent in the pipe from the drilled hole after freezing with the freezing agent.
【請求項7】 請求項6において、 前記管及び管内の凍結剤を抜き取った後、前記削孔周囲
の汚染物質を分解除去することを特徴とする汚染浄化方
法。
7. The method according to claim 6, wherein the pipe and the cryogen in the pipe are extracted, and then the contaminants around the hole are decomposed and removed.
JP2002046387A 2002-02-22 2002-02-22 Pollution purification method Expired - Fee Related JP3843238B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002046387A JP3843238B2 (en) 2002-02-22 2002-02-22 Pollution purification method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002046387A JP3843238B2 (en) 2002-02-22 2002-02-22 Pollution purification method

Publications (2)

Publication Number Publication Date
JP2003245649A true JP2003245649A (en) 2003-09-02
JP3843238B2 JP3843238B2 (en) 2006-11-08

Family

ID=28659818

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002046387A Expired - Fee Related JP3843238B2 (en) 2002-02-22 2002-02-22 Pollution purification method

Country Status (1)

Country Link
JP (1) JP3843238B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004330097A (en) * 2003-05-08 2004-11-25 Yuzuru Ito Method for freezing and removing polluted soil and underground frozen body

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07229138A (en) * 1993-02-16 1995-08-29 Canon Inc Recovery method for contaminated soil
JPH08243536A (en) * 1995-03-13 1996-09-24 Chiyoda Corp Method of concentrating contaminant in soil
JPH11169837A (en) * 1997-12-11 1999-06-29 Canon Inc Decontamination method for contaminated soil
JPH11235580A (en) * 1997-12-11 1999-08-31 Canon Inc Restoring method of contaminated soil

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07229138A (en) * 1993-02-16 1995-08-29 Canon Inc Recovery method for contaminated soil
JPH08243536A (en) * 1995-03-13 1996-09-24 Chiyoda Corp Method of concentrating contaminant in soil
JPH11169837A (en) * 1997-12-11 1999-06-29 Canon Inc Decontamination method for contaminated soil
JPH11235580A (en) * 1997-12-11 1999-08-31 Canon Inc Restoring method of contaminated soil

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004330097A (en) * 2003-05-08 2004-11-25 Yuzuru Ito Method for freezing and removing polluted soil and underground frozen body

Also Published As

Publication number Publication date
JP3843238B2 (en) 2006-11-08

Similar Documents

Publication Publication Date Title
JP2006346567A (en) In-situ purification method of contaminated soil
KR100798763B1 (en) The method to remediate pol(petroleum, oil, lubricant) contaminated soil by in-situ thermal desorption approach, and the apparatus for the same
TW201527005A (en) In-situ thermal desorption processes
KR101271727B1 (en) Purifying system for contaminated ground comprising horizontal injection pilot and horizontal extraction pilot and purifying method for contaminated ground thereof
KR101801216B1 (en) Method and apparatus for treatment of contaminated soil with dioxine, agricultural pesticides, oil, organic chemicals and volatile heavy metals
JP4240026B2 (en) Method for purifying contaminated soil and / or groundwater
JP3215102B2 (en) How to clean contaminated soil
KR100422810B1 (en) Purification apparatus and method for contaminated soil by electron beam irradiation
JP3843238B2 (en) Pollution purification method
JP2006130419A (en) Contaminated stratum cleaning system and contaminated stratum cleaning method using it
JP2005279548A (en) Method for purifying contaminated soil
JP2005270963A (en) Purification method for contaminated soil and apparatus therefor
US20020117434A1 (en) Aquifer remediation barrier for removal of inorganic contaminants
US5509760A (en) Method of rapid purging of contaminants from a contaminated area of soil or ground water
CN211803057U (en) Soil and groundwater pollution monitoring and prosthetic integration system
JP2007038183A (en) Soil cleaning method
KR101836414B1 (en) Method and apparatus treatment of contaminated area
JP2000135483A (en) Contaminated soil purification
JP2003080222A (en) Method of removing contaminant
KR100249273B1 (en) Ozone-enhanced remediation technology for soil-contaminated with organic compounds
JP3374232B2 (en) How to restore contaminated groundwater and soil
KR20040082635A (en) Purifier utilizing microwave for polluted soil
JP2005074297A (en) Cleaning method for hardly-gas/water-permeable contaminated soil and system
JP2001009060A (en) Method for removing hazardous material in soil
JP3374384B2 (en) Soil purification method and device

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20040702

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20060327

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060405

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060602

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: 20060802

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20060814

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: 20090818

Year of fee payment: 3

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

Free format text: PAYMENT UNTIL: 20100818

Year of fee payment: 4

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

Free format text: PAYMENT UNTIL: 20100818

Year of fee payment: 4

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

Free format text: PAYMENT UNTIL: 20110818

Year of fee payment: 5

LAPS Cancellation because of no payment of annual fees