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JP4044794B2 - Non-destructive geological pollution purification method and pressure bulkhead used therefor - Google Patents
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JP4044794B2 - Non-destructive geological pollution purification method and pressure bulkhead used therefor - Google Patents

Non-destructive geological pollution purification method and pressure bulkhead used therefor Download PDF

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JP4044794B2
JP4044794B2 JP2002187330A JP2002187330A JP4044794B2 JP 4044794 B2 JP4044794 B2 JP 4044794B2 JP 2002187330 A JP2002187330 A JP 2002187330A JP 2002187330 A JP2002187330 A JP 2002187330A JP 4044794 B2 JP4044794 B2 JP 4044794B2
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Prior art keywords
geological
opening
purification
pressure
ground surface
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JP2003236522A (en
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喜計 鈴木
金子  豊
哲哉 遠藤
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Koken Boring Machine Co Ltd
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Koken Boring Machine Co Ltd
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Description

【0001】
【発明の属する技術分野】
この発明は、非破壊式地質汚染浄化方法及びそれに使用する圧力隔壁に関し、さらに詳細には、浄化対象としている地質層にボーリング等を施さず、原位置の破壊を伴わない浄化方法及び圧力隔壁に関する。
【0002】
【従来の技術】
例えば、トリクロロエチレンやテトラクロロエチレン等の揮発性有機化合物(Volatile Organic Compounds 以下、VOCsという)による土壌や地下水の地質汚染が社会問題となっており、その浄化対策が急務とされている。
【0003】
従来、地質汚染を浄化する技術として、次のようなものが一般に知られている。
(1) ボーリング孔を介して地下に負圧環境を作り、VOCsを揮発させる方法
(2) 揚水用の井戸から汚染された地下水を汲み上げて、地上の浄化設備で地下水を浄化し、還元用の井戸から浄化した地下水を地下に戻す方法
(3) 地下に発熱材や発熱薬品を挿入あるいは注入し、VOCsを加熱して揮発を促進する方法
(4) 汚染された土壌などを油圧ショベルなどで掘削し、地上の浄化設備で土壌を浄化する方法
(5) ボーリング孔を介し、地下に微生物を注入し、あるいは微生物の活動を促進させる薬品を注入し、微生物による汚染物質の分解活動を利用した浄化方法
【0004】
しかし、上記従来の技術は、ボーリング孔や井戸の設置、油圧ショベルなどによる掘削が必要であり、浄化のためとはいえ、いずれの技術も原位置の破壊を伴う方法である。このため、浄化後に原位置を汚染前の状態に再現することはできない。また、ボーリング施工や、大型機による施工は、浄化コストの増加要因となる。
【0005】
また、狭隘な汚染現場の場合、大型機の設置ができないことから、浄化に最適な位置に揚水井戸を設けることができないことも多い。さらに、地下水汚染の場合、汚染範囲が広域であり、浄化のためのボーリング施工などの工事が、住宅地や道路などにより制約され、適切な浄化対策をとることができないことも多い。さらに、浄化開始後、井戸の位置が最適でないことが判明した場合など、井戸の位置を移すことは困難であり、コストもかかる。
【0006】
【発明が解決しようとする課題】
この発明は上記のような技術的背景に基づいてなされたものであって、次の目的を達成するものである。
この発明の目的は、浄化現場の破壊を伴わずに浄化を実施することができ、しかも施工現場の環境の制約を受けることがなく、また浄化設備の据え付け、移動、撤収が容易であり、施工コストも安価に抑えることができる非破壊式地質汚染浄化方法及びそれに使用する圧力隔壁を提供することにある。
【0007】
【課題を解決するための手段】
この発明は上記課題を達成するために、次のような手段を採用している。
すなわち、この発明は、浄化対象としている地質層を掘削等により破壊することなく浄化する方法であって、
浄化対象としている地質層の地表面上に、密閉空間を区画形成した後、
吸引装置によって前記密閉空間内の空気を吸引して該密閉空間内を負圧とすることにより、前記地質層中に含まれる揮発性有機化合物などの汚染物質を前記密閉空間内に吸引し、
さらに、吸引した汚染物質を前記吸引装置によって外部に吸引排出することを特徴とする非破壊式地質汚染浄化方法にある。
【0008】
前記密閉空間は開口部を有する圧力隔壁を、前記開口部が地表面を向くように設置することにより形成することができる。前記開口部の周囲に前記圧力隔壁内への大気の流入を遮断する手段を施すとよい。この場合、前記大気の流入を遮断する手段としては、前記開口部の周囲に盛土を敷設してもよいし、あるいは前記開口部を地表面下に埋め込んでもよい。
【0009】
この発明は、また、浄化対象としている地質層を掘削等により破壊することなく浄化するために、該浄化対象としている地質層の地表面上に開口部が地表面を向くように設置され、内部を負圧とすることにより前記地質層中に含まれる揮発性有機化合物などの汚染物質を吸引するための圧力隔壁であって、
前記開口部の端部に大気の流入を遮断する気密保持部材を設けたことを特徴とする地質汚染浄化に使用する圧力隔壁にある。
【0010】
前記気密保持部材は、地表面の形状に倣って変形可能なリング状弾性体で構成することができる。前記気密保持部材は、前記開口部の外周に広がる広がり部を有するシート状弾性体で構成することもできる。さらに、前記気密保持部材は、前記地質層中に埋め込まれる硬質の筒状体で構成することもできる。
【0011】
【発明の実施の形態】
この発明の実施の形態を図面を参照しながら以下に説明する。図1は、この発明による非破壊式地質汚染浄化方法の実施形態を示す断面図である。図1に示される地質層1はVOCs(符号2で示す)で汚染され、この地質層1を浄化対象として、以下のような処理を施す。
【0012】
圧力隔壁3は、この実施形態では円筒形又は角筒形などの筒状の部材であって、開口部4を有している。この圧力隔壁3の内部には、真空ポンプなどの吸引装置7に接続された吸引管8が開口している。なお、圧力隔壁3はステンレス鋼板などの耐圧性を有する材料で作られているが、耐圧性を有するものであればよく材質は問われない。例えば、内周または外周に補強部材を設けた樹脂板で構成してもよい。また、形状も筒状とするに限らず、半球状などの種々の形状とすることができる。
【0013】
この圧力隔壁3を浄化対象としている地質層1の地表面5上に、開口部4が地表面5を向くように設置する。この結果、地表面5上に密閉された空間6が区画形成される。そして、吸引装置7を作動させることにより、圧力隔壁3の内部の空気を吸引し、その内圧を大気圧よりも低圧(負圧)にする。これにより、地質層1内の地下空気などの流体の移動が促進され、地下流体は図1に矢印で示すように、圧力隔壁3の内部に吸引される。この地下流体の吸引に伴って、これに含まれるVOCs2もまた圧力隔壁3の内部に流入し、その際、液体として存在していたVOCsは揮発し、さらに吸引管8を通って外部に排出される。
【0014】
吸引装置7から排出されるVOCsの濃度を図示しない濃度測定装置によって測定監視し、浄化処理の進行状態を管理するようにしてもよい。また、吸引装置7に管路を介して活性炭などを使用した吸着装置を接続し、VOCsを吸着するようにしてもよい。なお、上記実施形態は、事前調査によりVOCsが存在しているということを前提としたものであるが、上記と同様の手法によって調査を行い、すなわち濃度測定装置によってVOCsの存在を確認したうえ、これに引き続いて浄化処理を実行するという手順を採ることもできる。
【0015】
圧力隔壁3における開口部4の端面と地表面5との間の気密が不十分であると、圧力隔壁3の内部へ大気が流入し、地下空気などの流体を効果的に吸引することができない。図2及び図3は、圧力隔壁3の内部への大気の流入を遮断する手段を講じた実施形態である。すなわち、図2に示す実施形態は、大気の流入を遮断する手段として、圧力隔壁3の開口部4の周囲に盛土10を敷設した例である。また、図3に示す実施形態は、大気の流入を遮断する手段として、開口部4を地表面下に埋め込んだ例である。
【0016】
上記浄化方法の実施形態は、圧力隔壁自体に気密を保持する部材を設けたものではない。圧力隔壁自体に気密保持部材を設けて、大気の流入を遮断することもできる。以下、その好適な実施形態について説明する。
【0017】
図4に示す実施形態は、圧力隔壁3における開口部4の端部に気密保持部材としてリング状弾性体11を設けた例である。リング状弾性体11は、開口部4の形状と同じ形状のリング、例えば円形リングや角形リングであり、所定の高さ及び圧力隔壁3の肉厚よりも大きい所定の肉厚(内外径間の寸法)を有している。
【0018】
リング状弾性体11は、例えば柔軟なゴム材料からなり、圧力隔壁3を設置した状態では、地表面5の形状に倣って変形するとともに、地表面5との接触面積が増加する。したがって、開口部4の端面と地表面5との間の気密が保持され、大気の流入を防止することができるので、地下空気などの流体を効果的に吸引することができる。
【0019】
図5に示す実施形態は、圧力隔壁3における開口部4の端部に気密保持部材としてシート状弾性体12を設けた例である。シート状弾性体12は、開口部4の外周に広がる広がり部13を有している。シート状弾性体12は、図4に示したリング状弾性体11と同様に例えば柔軟なゴム材料からなり、圧力隔壁3を設置した状態では、地表面5に倣って円盤状(外形を円形とした場合)に広がり、圧力隔壁3の肉厚に対して十分に大きい地表面5との接触面積が得られる。
【0020】
そして、広がり部13の上に盛土などの載荷体14を載置して固定することにより、広がり部13が地表面5に密着し、十分な気密性を保持することができる。なお、図4及び図5に示す実施形態の場合、リング状弾性体11あるいはシート状弾性体12と接触することとなる地表面5の部分に水などの流体をシール材として浸透させてもよく、これによって地表面との密着性が増し、気密性をさらに高めることができる。
【0021】
図6に示す実施形態は、圧力隔壁3における開口部4の端部に気密保持部材として筒状体15を設けた例である。筒状体15は鋼材などの硬質材料からなり、圧力隔壁3よりも肉厚が大きくなっている。このような筒状体15を地表面下に埋め込むことにより、気密性を確実に保持することができる。
【0022】
上記各実施形態によれば、次のような効果が得られる。
(1) 井戸の設置や油圧ショベルなどによる掘削が不要であるので、原位置の地質状態を破壊することがない。
(2) ボーリング施工や、大型機による施工が不要であるので、浄化コストを大幅に低減することができる。
(3) 揚水井戸などが不要であるので、狭隘な汚染現場でも対応可能である。また浄化のためのボーリング施工などの工事がないため、住宅地や道路などによる浄化対策の制約がない。
(4) 浄化開始後、圧力隔壁の設置位置が最適でないことが判明した場合でも、容易に設置位置を変更することができる。
【0023】
【発明の効果】
以上のように、この発明によれば、浄化現場の破壊を伴わずに浄化を実施することができ、しかも施工現場の環境の制約を受けることがなく、また浄化設備の据え付け、移動、撤収が容易であり、施工コストも安価に抑えることができる。
【図面の簡単な説明】
【図1】この発明による浄化方法の実施形態を示す断面図である。
【図2】浄化方法の別の実施形態を示す断面図である。
【図3】浄化方法のさらに別の実施形態を示す断面図である。
【図4】圧力隔壁の好適な実施形態を示す断面図である。
【図5】圧力隔壁の別の実施形態を示す断面図である。
【図6】圧力隔壁のさらに別の実施形態を示す断面図である。
【符号の説明】
1:浄化対象としている地質層
2:揮発性有機化合物(VOCs)
3:圧力隔壁
4:開口部
5:地表面
6:密閉空間
7:吸引装置
8:吸引管
10:盛土
11:リング状弾性体
12:シート状弾性体
13:広がり部
14:載荷体
15:筒状体
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a non-destructive geological contamination purification method and a pressure bulkhead used therefor, and more particularly, to a purification method and a pressure bulkhead that are not subjected to in-situ destruction without boring or the like on a geological layer to be purified. .
[0002]
[Prior art]
For example, geological contamination of soil and groundwater by volatile organic compounds (hereinafter referred to as VOCs) such as trichlorethylene and tetrachlorethylene has become a social problem, and there is an urgent need for remediation measures.
[0003]
Conventionally, the following technologies are generally known as technologies for purifying geological contamination.
(1) A method of creating a negative pressure environment underground through the borehole and volatilizing VOCs
(2) A method of pumping contaminated groundwater from a pumping well, purifying the groundwater with ground purification equipment, and returning the purified groundwater from the reduction well to the underground
(3) Method of promoting volatilization by inserting or injecting heat-generating materials or chemicals into the basement and heating VOCs
(4) Excavating contaminated soil with a hydraulic excavator, etc., and purifying the soil with a ground purification facility
(5) Purification method using microbe contamination decomposition activity by injecting microorganisms underground or by injecting chemicals that promote microbe activity through a borehole [0004]
However, the conventional techniques described above require drilling with a borehole or well, excavation with a hydraulic excavator, etc., and all techniques are methods that involve destruction of the original position, even for purification. For this reason, the original position cannot be restored to the state before contamination after purification. Moreover, the boring construction and the construction using a large machine are factors for increasing the purification cost.
[0005]
In addition, in the case of a narrow pollution site, it is often impossible to install a pumping well at an optimal position for purification because a large machine cannot be installed. Furthermore, in the case of groundwater contamination, the contamination range is wide, and construction such as boring for purification is restricted by residential areas and roads, and it is often impossible to take appropriate purification measures. Furthermore, it is difficult and costly to move the well position, such as when it is found that the well position is not optimal after the start of purification.
[0006]
[Problems to be solved by the invention]
The present invention has been made based on the technical background as described above, and achieves the following object.
The object of the present invention is that the purification can be carried out without causing the destruction of the purification site, the environment of the construction site is not restricted, the purification equipment can be easily installed, moved, and withdrawn. An object of the present invention is to provide a non-destructive geological pollution purification method capable of keeping costs low and a pressure partition used for the method.
[0007]
[Means for Solving the Problems]
The present invention employs the following means in order to achieve the above object.
That is, this invention is a method of purifying without destroying the geological layer to be purified by excavation or the like,
On the surface of the earth of the geological formation that is to the be purified, after defining a closed space,
By sucking the air in the sealed space with a suction device and making the sealed space have a negative pressure, a contaminant such as a volatile organic compound contained in the geological layer is sucked into the sealed space,
Furthermore, the non-destructive geological contamination purification method is characterized in that the sucked contaminants are sucked and discharged to the outside by the suction device.
[0008]
The sealed space can be formed by installing a pressure partition having an opening so that the opening faces the ground surface. A means for blocking the inflow of air into the pressure partition wall may be provided around the opening. In this case, as means for blocking the inflow of the atmosphere, embankment may be laid around the opening, or the opening may be buried below the ground surface.
[0009]
The present invention is also to purify without destroying the excavation geological layer that is to be purified, an opening is disposed so as to face the ground surface on the surface of the earth of the geological formation that is to the cleaning object, the internal A pressure partition for sucking in contaminants such as volatile organic compounds contained in the geological layer by making the pressure negative,
The pressure bulkhead used for the purification of geological contamination is characterized in that an airtight holding member for blocking inflow of air is provided at the end of the opening.
[0010]
The airtight holding member may be formed of a ring-shaped elastic body that can be deformed following the shape of the ground surface. The hermetic holding member may be formed of a sheet-like elastic body having a spreading portion that spreads on the outer periphery of the opening. Furthermore, the airtight holding member can also be constituted by a hard cylindrical body embedded in the geological layer.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a cross-sectional view showing an embodiment of a nondestructive geological pollution purification method according to the present invention. The geological layer 1 shown in FIG. 1 is contaminated with VOCs (indicated by reference numeral 2), and the following processing is performed with this geological layer 1 as a purification target.
[0012]
In this embodiment, the pressure partition 3 is a cylindrical member such as a cylinder or a rectangular tube, and has an opening 4. Inside the pressure partition 3, a suction tube 8 connected to a suction device 7 such as a vacuum pump is opened. The pressure partition 3 is made of a pressure resistant material such as a stainless steel plate, but any material may be used as long as it has pressure resistance. For example, you may comprise with the resin board which provided the reinforcement member in the inner periphery or the outer periphery. Further, the shape is not limited to a cylindrical shape, and may be various shapes such as a hemisphere.
[0013]
The pressure partition 3 is installed on the ground surface 5 of the geological layer 1 to be purified so that the opening 4 faces the ground surface 5. As a result, a sealed space 6 is formed on the ground surface 5. Then, by operating the suction device 7, the air inside the pressure partition 3 is sucked, and the internal pressure thereof is lower than the atmospheric pressure (negative pressure). Thereby, the movement of fluid such as underground air in the geological layer 1 is promoted, and the underground fluid is sucked into the pressure partition 3 as shown by arrows in FIG. Along with the suction of the underground fluid, the VOCs 2 contained therein also flows into the pressure bulkhead 3. At that time, the VOCs that existed as a liquid volatilize, and are further discharged to the outside through the suction pipe 8. The
[0014]
The concentration of VOCs discharged from the suction device 7 may be measured and monitored by a concentration measuring device (not shown) to manage the progress of the purification process. Further, an adsorption device using activated carbon or the like may be connected to the suction device 7 via a pipe line so as to adsorb VOCs. The above embodiment is based on the premise that VOCs are present by a preliminary survey, but the survey is performed by the same method as described above, that is, the presence of VOCs is confirmed by a concentration measuring device, Subsequent to this, it is possible to adopt a procedure of executing the purification process.
[0015]
If the airtightness between the end face of the opening 4 in the pressure partition 3 and the ground surface 5 is insufficient, the air flows into the pressure partition 3 and cannot effectively suck fluid such as underground air. . 2 and 3 show an embodiment in which means for blocking the inflow of air into the pressure bulkhead 3 is taken. That is, the embodiment shown in FIG. 2 is an example in which the embankment 10 is laid around the opening 4 of the pressure bulkhead 3 as means for blocking the inflow of air. Further, the embodiment shown in FIG. 3 is an example in which the opening 4 is embedded below the ground surface as means for blocking the inflow of air.
[0016]
In the embodiment of the purification method, the pressure partition itself is not provided with an airtight member. An airtight holding member may be provided on the pressure partition itself to block the inflow of air. Hereinafter, the suitable embodiment is described.
[0017]
The embodiment shown in FIG. 4 is an example in which a ring-shaped elastic body 11 is provided as an airtight holding member at the end of the opening 4 in the pressure partition 3. The ring-shaped elastic body 11 is a ring having the same shape as the shape of the opening 4, for example, a circular ring or a square ring, and has a predetermined thickness (between the inner and outer diameters) greater than the predetermined height and the thickness of the pressure bulkhead 3. Dimension).
[0018]
The ring-shaped elastic body 11 is made of, for example, a flexible rubber material. When the pressure partition 3 is installed, the ring-shaped elastic body 11 is deformed following the shape of the ground surface 5 and the contact area with the ground surface 5 is increased. Therefore, since airtightness between the end surface of the opening 4 and the ground surface 5 is maintained and inflow of the atmosphere can be prevented, fluid such as underground air can be sucked effectively.
[0019]
The embodiment shown in FIG. 5 is an example in which a sheet-like elastic body 12 is provided as an airtight holding member at the end of the opening 4 in the pressure partition 3. The sheet-like elastic body 12 has a spread portion 13 that spreads on the outer periphery of the opening 4. The sheet-like elastic body 12 is made of, for example, a flexible rubber material in the same manner as the ring-like elastic body 11 shown in FIG. 4, and in the state where the pressure partition 3 is installed, the sheet-like elastic body 12 follows the ground surface 5 and has a disk shape (the outer shape is circular). And a contact area with the ground surface 5 that is sufficiently larger than the thickness of the pressure bulkhead 3 is obtained.
[0020]
Then, by placing and fixing a loading body 14 such as embankment on the spread portion 13, the spread portion 13 is in close contact with the ground surface 5, and sufficient airtightness can be maintained. In the case of the embodiment shown in FIGS. 4 and 5, a fluid such as water may be permeated as a sealing material into the portion of the ground surface 5 that will be in contact with the ring-like elastic body 11 or the sheet-like elastic body 12. As a result, the adhesion to the ground surface is increased and the airtightness can be further enhanced.
[0021]
The embodiment shown in FIG. 6 is an example in which a cylindrical body 15 is provided as an airtight holding member at the end of the opening 4 in the pressure partition 3. The cylindrical body 15 is made of a hard material such as a steel material, and is thicker than the pressure partition 3. By embedding such a cylindrical body 15 below the ground surface, airtightness can be reliably maintained.
[0022]
According to the above embodiments, the following effects can be obtained.
(1) Since there is no need to install a well or excavate with a hydraulic excavator, the original geological condition will not be destroyed.
(2) Since there is no need for boring or large machines, the purification cost can be greatly reduced.
(3) Since there is no need for a pumping well, etc., it can be used even in a narrow pollution field. In addition, since there is no work such as boring for purification, there are no restrictions on purification measures due to residential areas or roads.
(4) After the start of purification, even if it is found that the installation position of the pressure bulkhead is not optimal, the installation position can be easily changed.
[0023]
【The invention's effect】
As described above, according to the present invention, it is possible to carry out purification without destroying the purification site, and without being restricted by the environment of the construction site, and it is possible to install, move, and withdraw purification equipment. It is easy and the construction cost can be kept low.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing an embodiment of a purification method according to the present invention.
FIG. 2 is a cross-sectional view showing another embodiment of the purification method.
FIG. 3 is a cross-sectional view showing still another embodiment of the purification method.
FIG. 4 is a cross-sectional view showing a preferred embodiment of a pressure bulkhead.
FIG. 5 is a cross-sectional view showing another embodiment of the pressure bulkhead.
FIG. 6 is a cross-sectional view showing still another embodiment of the pressure bulkhead.
[Explanation of symbols]
1: Geological layer targeted for purification 2: Volatile organic compounds (VOCs)
3: Pressure partition wall 4: Opening portion 5: Ground surface 6: Sealed space 7: Suction device 8: Suction tube 10: Filling 11: Ring-like elastic body 12: Sheet-like elastic body 13: Spreading portion 14: Loading body 15: Tube Body

Claims (8)

浄化対象としている地質層を掘削等により破壊することなく浄化する方法であって、
浄化対象としている地質層の地表面上に、密閉空間を区画形成した後、
吸引装置によって前記密閉空間内の空気を吸引して該密閉空間内を負圧とすることにより、前記地質層中に含まれる揮発性有機化合物などの汚染物質を前記密閉空間内に吸引し、
さらに、吸引した汚染物質を前記吸引装置によって外部に吸引排出することを特徴とする非破壊式地質汚染浄化方法。
A method for purifying a geological layer to be purified without destroying it by excavation or the like,
On the surface of the earth of the geological formation that is to the be purified, after defining a closed space,
By sucking the air in the sealed space with a suction device and making the sealed space have a negative pressure, a contaminant such as a volatile organic compound contained in the geological layer is sucked into the sealed space,
Further, the non-destructive geological contamination purification method, wherein the sucked contaminant is sucked and discharged to the outside by the suction device.
前記密閉空間は開口部を有する圧力隔壁を、前記開口部が地表面を向くように設置することにより形成されることを特徴とする請求項1記載の非破壊式地質汚染浄化方法。2. The nondestructive geological pollution purification method according to claim 1, wherein the sealed space is formed by installing a pressure partition having an opening so that the opening faces the ground surface. 前記開口部の周囲に前記圧力隔壁内への大気の流入を遮断する手段を施すことを特徴とする請求項2記載の非破壊式地質汚染浄化方法。3. The nondestructive geological contamination purification method according to claim 2, wherein means for blocking the inflow of air into the pressure bulkhead is provided around the opening. 前記大気の流入を遮断する手段は、前記開口部の周囲に盛土を敷設すること、あるいは前記開口部を地表面下に埋め込むことであることを特徴とする請求項3記載の非破壊式地質汚染浄化方法。4. The non-destructive geological contamination according to claim 3, wherein the means for blocking the inflow of air is laying embankment around the opening or embedding the opening under the ground surface. Purification method. 浄化対象としている地質層を掘削等により破壊することなく浄化するために、該浄化対象としている地質層の地表面上に開口部が地表面を向くように設置され、内部を負圧とすることにより前記地質層中に含まれる揮発性有機化合物などの汚染物質を吸引するための圧力隔壁であって、
前記開口部の端部に大気の流入を遮断する気密保持部材を設けたことを特徴とする地質汚染浄化に使用する圧力隔壁。
The geological formation that is to be purified in order to purify without destroying the excavation, the opening on the surface of the earth of the geological formation that is to the cleaning target is placed so as to face the ground surface, the internal negative pressure A pressure partition for sucking in contaminants such as volatile organic compounds contained in the geological layer,
A pressure bulkhead used for the purification of geological contamination, characterized in that an airtight holding member for blocking inflow of air is provided at an end of the opening.
前記気密保持部材は、地表面の形状に倣って変形可能なリング状弾性体からなることを特徴とする請求項5記載の地質汚染浄化に使用する圧力隔壁。6. The pressure bulkhead for use in purification of geological contamination according to claim 5, wherein the airtight holding member is made of a ring-shaped elastic body that can be deformed following the shape of the ground surface. 前記気密保持部材は、前記開口部の外周に広がる広がり部を有するシート状弾性体からなることを特徴とする請求項5記載の地質汚染浄化に使用する圧力隔壁。6. The pressure bulkhead used for the purification of geological contamination according to claim 5, wherein the hermetic holding member is made of a sheet-like elastic body having a widened portion extending on the outer periphery of the opening. 前記気密保持部材は、前記地質層中に埋め込まれる硬質の筒状体からなることを特徴とする請求項5記載の地質汚染浄化に使用する圧力隔壁。6. The pressure bulkhead used for the purification of geological contamination according to claim 5, wherein the airtight holding member is made of a hard cylindrical body embedded in the geological layer.
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