JPH02164936A - Purifying method for underground contaminated water - Google Patents
Purifying method for underground contaminated waterInfo
- Publication number
- JPH02164936A JPH02164936A JP63318539A JP31853988A JPH02164936A JP H02164936 A JPH02164936 A JP H02164936A JP 63318539 A JP63318539 A JP 63318539A JP 31853988 A JP31853988 A JP 31853988A JP H02164936 A JPH02164936 A JP H02164936A
- Authority
- JP
- Japan
- Prior art keywords
- water
- hollow
- underground
- wall
- wall body
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 31
- 238000000034 method Methods 0.000 title claims description 14
- 239000012629 purifying agent Substances 0.000 claims abstract description 17
- 125000006850 spacer group Chemical group 0.000 claims abstract description 7
- 238000000746 purification Methods 0.000 claims description 11
- 239000012459 cleaning agent Substances 0.000 claims description 6
- 239000003795 chemical substances by application Substances 0.000 claims description 4
- 239000000463 material Substances 0.000 abstract description 7
- 238000003860 storage Methods 0.000 abstract description 6
- 230000035699 permeability Effects 0.000 abstract description 2
- 239000008213 purified water Substances 0.000 abstract description 2
- 239000003673 groundwater Substances 0.000 description 16
- 238000010276 construction Methods 0.000 description 8
- 238000011109 contamination Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 239000003344 environmental pollutant Substances 0.000 description 2
- 238000003895 groundwater pollution Methods 0.000 description 2
- 231100000719 pollutant Toxicity 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- NWUYHJFMYQTDRP-UHFFFAOYSA-N 1,2-bis(ethenyl)benzene;1-ethenyl-2-ethylbenzene;styrene Chemical compound C=CC1=CC=CC=C1.CCC1=CC=CC=C1C=C.C=CC1=CC=CC=C1C=C NWUYHJFMYQTDRP-UHFFFAOYSA-N 0.000 description 1
- XSTXAVWGXDQKEL-UHFFFAOYSA-N Trichloroethylene Chemical group ClC=C(Cl)Cl XSTXAVWGXDQKEL-UHFFFAOYSA-N 0.000 description 1
- 239000003054 catalyst Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 239000008235 industrial water Substances 0.000 description 1
- 239000003456 ion exchange resin Substances 0.000 description 1
- 229920003303 ion-exchange polymer Polymers 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000004065 semiconductor Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 238000010186 staining Methods 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、汚染地下水の浄化工法に関し、特に汚染地
下水の浄化機能を持った通水性のある壁体の建込みによ
り、壁体を通過する汚染水の浄化を図ろうとするもので
ある。[Detailed Description of the Invention] (Industrial Application Field) This invention relates to a method for purifying contaminated groundwater, and in particular, by building a permeable wall with a function of purifying contaminated groundwater, water passing through the wall is This is an attempt to purify contaminated water.
(発明の背景)
近年、半導体の製造に用いられるトリクロルエチレンな
との何機溶剤による地下水汚染、鉱滓の捨て場からの重
金属の流出、或いは産業廃棄物の処分場等からの滲出水
なとによる地下水汚染が問題になっている。(Background of the Invention) In recent years, groundwater pollution has been caused by several solvents such as trichlorethylene used in the manufacture of semiconductors, the outflow of heavy metals from slag dumps, and seepage from industrial waste disposal sites. Groundwater pollution has become a problem.
ところで、地下水の汚染が水質検査によって発見された
場合には、生活水としては用いることかできないことは
当然であるとともに、地下水汚染に伴う種々の社会的な
問題を生ずる。By the way, if contamination of groundwater is discovered through a water quality test, it goes without saying that it cannot be used as domestic water, and various social problems arise due to groundwater contamination.
(発明か解決しようとする課題)
この種の地下水汚染を防止するためには、当然のことな
がら汚染の発生原因の排除や、漏洩を極力防止すること
か必要である。(Problem to be solved by the invention) In order to prevent this type of groundwater contamination, it is of course necessary to eliminate the causes of contamination and to prevent leakage as much as possible.
しかし、実際にはこの種の事故は完全には防ぎ切れるも
のでなく、また−旦これら汚染物質が漏洩(また場合に
は、その下流側或いは周辺区域は汚染区域となり、汚染
原因物質の消滅までは地下水の使用は出来す、消滅まで
長期間に亘って手をこまねいているのが現状である。However, in reality, this type of accident cannot be completely prevented, and once these pollutants leak (and in some cases, the downstream or surrounding area becomes a contaminated area, and until the pollution-causing substances disappear) It is possible to use groundwater, but the current situation is that we are not doing anything about it for a long time until it disappears.
この発明は、以上の問題を解決するためになされたもの
であって、この種の汚染が認定された区域であってもそ
の地下汚染水の積極的な浄化を図り、浄化水として使用
に供することができるようにした地下汚染水の浄化工法
を提供することを目的としている。This invention was made in order to solve the above problem, and even in areas where this type of pollution has been recognized, the underground contaminated water can be actively purified and used as purified water. The purpose of this project is to provide a method for purifying underground contaminated water.
(課題を解決するための手段)
前記目的を達成するため、この発明は、地下の不通水層
まで到達する通水性のある中空の壁体を構築(7、該壁
体の中空内部に浄化剤を着脱可能に収容するようにした
。(Means for Solving the Problems) In order to achieve the above object, the present invention constructs a hollow wall body that has water permeability that reaches the underground water-impermeable layer (7. A purification agent is installed inside the hollow part of the wall body). It was made to be housed in a removable manner.
またこの発明工法における前記壁体は、少なくとも一対
の多孔板と、多孔板の間に所定間隔て配置された多孔板
を支持する複数のスペーサー兼用構造+Aからなり、各
構造材と多孔板で囲われた中空内部に前記浄化剤を着脱
可能に収容する構造を採用できる。In addition, the wall body in this invention construction method consists of at least one pair of perforated plates and a plurality of spacer structures +A that support the perforated plates arranged at predetermined intervals between the perforated plates, and each structure is surrounded by each structural member and the perforated plates. A structure can be adopted in which the cleaning agent is removably housed in the hollow interior.
さらに前記壁体は、多孔の中空管を密集状態に列設して
なり、該中空管の内部に浄化剤を着脱可能に収容する構
造も採用できる。Further, the wall body may have a structure in which porous hollow tubes are densely arranged in a row, and the cleaning agent is removably housed inside the hollow tubes.
(作 用)
以上の二り法によれば、汚染地下水は壁体を通過するこ
とでその中空内部に収容された浄化剤によって浄化され
る。(Function) According to the above two methods, contaminated groundwater passes through the wall and is purified by the purifying agent housed inside the wall.
浄化剤は着脱可能であるので、浄化能力かなくなった時
点で交換でき、継続的に地下汚染水を浄化できる。Since the purifying agent is removable, it can be replaced when its purifying ability is exhausted, making it possible to continuously purify underground contaminated water.
壁体を少なくとも一対の多孔板と、多孔板の間に所定間
隔で配置された多孔板を支持する複数のスペーサー兼用
構造材とした場合には、連続地中壁工法と同様工法で構
築ができる。When the wall is made of at least one pair of perforated plates and a plurality of structural members that also serve as spacers and support the perforated plates arranged at predetermined intervals between the perforated plates, it can be constructed using the same construction method as the continuous underground wall construction method.
壁体を、多孔の中空管を密集状態に列設した構造とした
場合も、連続地中壁工法を採用できる。The continuous underground wall construction method can also be used when the wall has a structure in which porous hollow pipes are arranged closely in rows.
また、従来のポーリング孔掘削工法も採用できる。In addition, the conventional poling hole drilling method can also be used.
(実 施 例)
以下、この発明の実施例を図面を用いて詳細に説明する
。(Example) Hereinafter, an example of the present invention will be described in detail using the drawings.
第1図、第2図はこの発明を汚染発生個所の下流におい
て地下汚染水を浄化するようにした浄化上法の第一実施
例を示している。FIGS. 1 and 2 show a first embodiment of the purification method of the present invention, which purifies underground contaminated water downstream of the location where the pollution occurs.
図は山間の谷間に/ぢ染個所1が存在している例を示し
ており、汚染個所1の下流側には本透水層2に到達する
深度で通水性のある壁体3が構築されている。The figure shows an example where a contaminated spot 1 exists in a valley between mountains, and a water-permeable wall 3 is constructed downstream of the contaminated spot 1 at a depth that reaches the main permeable layer 2. There is.
この壁体3は連続地中壁工法などによって構築される。This wall body 3 is constructed by a continuous underground wall construction method or the like.
ずなわぢ、汚染個所1の下流において、左右の広がり方
向および深さ方向に対して、不透水層に到達する深度の
掘削溝4を泥水を満たしつつ掘削し、これに前記壁体3
を建込むことによって工事がほぼ完了する。Zunawaji, downstream of the contaminated site 1, an excavated trench 4 with a depth that reaches the impermeable layer is excavated in the left and right spreading direction and the depth direction while filling it with muddy water, and the wall 3 is
Construction is almost complete.
壁体3は、第3図、第4図に示すように一対の多孔板1
0と、適宜間隔をおいて両多孔板10の間に垂直に配置
され、多孔板10を支持する複数のスペーサー兼用の構
造材12と、各多孔板10の外面と掘削溝4との間に形
成された空隙に充填され、多孔板]0を外面から支持す
る豆砂利などの透水性部月14ε1前記構造材12と多
孔板10て囲われた中空内部に着脱可能に収容された浄
化剤16とからなっている。The wall 3 includes a pair of perforated plates 1 as shown in FIGS. 3 and 4.
0, a plurality of structural members 12 that also serve as spacers and support the perforated plates 10 and are arranged vertically between both perforated plates 10 at appropriate intervals, and between the outer surface of each perforated plate 10 and the excavated groove 4. A water-permeable part 14ε1 such as pea gravel that fills the formed voids and supports the perforated plate 0 from the outside.A purifying agent 16 is removably housed in a hollow interior surrounded by the structural material 12 and the perforated plate 10. It consists of
前記多孔板10は例えば孔あき鋼板、または多数の孔を
開口形成したコンクリート版等を用いることができ、透
水性部刊140径より小さな通水孔1.0 aか多数形
成されている。The perforated plate 10 may be, for example, a perforated steel plate or a concrete plate with a large number of holes formed therein, and a large number of water passage holes 1.0a smaller than the diameter of the water permeable part 140 are formed therein.
また、前記構造材12はH形鋼、鉄筋コンクリ−1−等
か採用される。Further, the structural material 12 is made of H-beam steel, reinforced concrete, or the like.
この多孔板10および構造材12は当初から図のごとき
構造に組立て、これを掘削溝4内に建込んでも良いし、
掘削溝4の内部で多孔板10と構造材12を組立てても
良い。The perforated plate 10 and the structural material 12 may be assembled from the beginning into the structure shown in the figure, and then built into the excavated trench 4.
The perforated plate 10 and the structural member 12 may be assembled inside the excavated groove 4.
前記浄化剤16は、例えば、各種濾過材、活性炭、イオ
ン交換樹脂、その他浄化目的に応じた化学的、生物学的
触媒、およびそれらの組み合わせを選ぶことカビCき、
これらを通水性のある袋状筒状、板状の収納容器18に
充填した状態で前記中空内部に収容する。The purifying agent 16 may be, for example, various filter media, activated carbon, ion exchange resin, other chemical or biological catalysts depending on the purpose of purification, or combinations thereof.
These are filled in a water-permeable bag-shaped, cylindrical, or plate-shaped storage container 18 and housed in the hollow interior.
L、たかって、この実施例によれば、雨水は山間の斜面
を伝−〕で谷間の汚染個所1の土壌に反透し、地下水と
なって下流側に流出する途中で、壁体3を通過して■流
に流れる。According to this embodiment, rainwater permeates through the soil of the polluted location 1 in the valley through the slopes of the mountains, becomes groundwater, and flows downstream. Pass through and flow ■.
この壁体3を通過することによって、汚染個所1て汚染
された地下水は、前記浄化剤16と接触し、ここを通過
することによって無害化されることになるのである。By passing through this wall 3, the groundwater contaminated at the contaminated site 1 comes into contact with the purifying agent 16, and by passing through this, it is rendered harmless.
なお、前記浄化剤16は汚染物質の吸着に応してその浄
化能力を失うので、tI5染度合いや、耐用年数に応し
て時々収納容器18ごと取出し、新たな浄化剤16を中
空内部に充填すれば継続的な浄化が可能である。Note that the purifying agent 16 loses its purifying ability as it adsorbs pollutants, so depending on the degree of staining and the service life, the storage container 18 is sometimes taken out and a new purifying agent 16 is filled into the hollow interior. Continuous purification is possible.
なお、例えば第5図に示すように前記多孔板10と構造
材12で囲われた中間に多孔板からなる仕切り板20を
配置し、収容空間を厚み方向に2分割し、この2分割さ
れた内部にそれぞれ浄化剤16を収納容器18ごと着脱
可能に収容するようにしても良い。For example, as shown in FIG. 5, a partition plate 20 made of a perforated plate is arranged in the middle between the perforated plate 10 and the structural material 12, and the housing space is divided into two in the thickness direction. The cleaning agent 16 and the storage container 18 may be removably housed inside each container.
このように構成した場合には、地下水の通過方向に沿っ
て浄化剤16の種類を異ならすことができ、より効果的
な浄化を行うことかできる。With this configuration, the type of purifying agent 16 can be varied along the direction of underground water passage, and more effective purification can be achieved.
第6図は、壁体3のさらに他の実施例を示すものであっ
て、掘削溝4の内部には多数の孔が穿設された中空鋼管
等の孔あき中空管3oを外周が相互に接した千鳥状に密
集配置し、その外周部に豆砂利なとの透水性部材]4を
充填してあり、この中空管3[−]の内部に円筒状をな
して浄化剤16を充填しまた通水性の収納容器18を収
容している。FIG. 6 shows still another embodiment of the wall body 3, in which a perforated hollow pipe 3o, such as a hollow steel pipe, in which a large number of holes are bored inside the excavated groove 4, is arranged so that the outer periphery thereof is mutually connected. A water-permeable material such as pea gravel] 4 is filled in the outer periphery of the hollow tube 3 [-] in a cylindrical shape, and a purifying agent 16 is placed in a cylindrical shape inside the hollow tube 3 [-]. It houses a storage container 18 that is filled and water permeable.
この実施例では収容空間が円筒状なので、浄化剤16の
交換を行い昌くなる。In this embodiment, the storage space is cylindrical, so the cleaning agent 16 is replaced and replaced.
次に第7図、第8図は、この発明を汚染個所1の区域内
で適用し、地ド水を浄化した状態で汲み」二げ、これを
工業用水なととして用いる第二実施例を示すものである
。Next, FIGS. 7 and 8 show a second embodiment in which the present invention is applied within the contaminated area 1, where ground water is pumped in a purified state and this is used as industrial water. It shows.
図において〆G染個所1の区域に通水性のある壁体3を
不透水層2に到達する深度で矩形状となるべく建込み、
この壁体3で囲われた矩形状の区域を地下水汲み上げ区
域40とし、その区域4oの中央部に井戸42を設け、
ポンプ44を介して地−ド水を汲み上げるようにしてい
る。In the figure, a water-permeable wall 3 is built in the area of the G-dyed area 1 at a depth that reaches the impermeable layer 2 to form a rectangular shape.
A rectangular area surrounded by this wall 3 is a groundwater pumping area 40, and a well 42 is provided in the center of the area 4o,
Ground water is pumped up through a pump 44.
前記壁体3は、第一実施例と同様の構造であり、中空内
部に浄化剤を収容しである。The wall body 3 has a structure similar to that of the first embodiment, and contains a cleaning agent inside the wall.
したかって、汚染個所1の地下に存在する汚染水を汲み
」二げる場合には、汚染水は必ず壁体3を通過し、その
内部の浄化剤によって浄化されるので、汲み上げられた
水は通常の使用ができることになり、汚染区域であって
も通常の地下水として供給することか可能である。Therefore, when pumping up contaminated water existing underground at contaminated site 1, the contaminated water always passes through wall 3 and is purified by the purifying agent inside, so the pumped water is This means that it can be used normally, and even in contaminated areas it is possible to supply it as normal groundwater.
(発明の効果)
以上各実施例によって詳細に説明したように、この発明
による地下汚染水の浄化工法にあっては、汚染地下水は
壁体を通過することでその中空内部こ収容された浄化剤
によって浄化される。(Effects of the Invention) As explained in detail in each of the embodiments above, in the underground contaminated water purification method according to the present invention, the contaminated ground water passes through the wall and the purification agent stored in the hollow interior of the wall. purified by.
浄化剤は着脱可能であるので、浄化能力がなくなった時
点で交換でき、継続的に地下汚染水を浄化できる。した
がって、第一実施例に示すように−に流に汚染源があっ
た場合であってもこの壁体を通過さぜることで地下水を
無害化できる。また、第二実施例に示すように汚染区域
であっても無害化した状態で地下水を汲み上げることが
できる。Since the purifying agent is removable, it can be replaced when its purifying ability is exhausted, making it possible to continuously purify underground contaminated water. Therefore, as shown in the first embodiment, even if there is a source of contamination in the flow, the groundwater can be rendered harmless by passing through this wall. Further, as shown in the second embodiment, even in a contaminated area, groundwater can be pumped up in a harmless state.
壁体を少なくとも一対の多孔板と、多孔板の間に所定間
隔て配置された多孔板を支持する複数のスペーサー兼用
構造祠と17だ場合には、在来の連続地中壁工法と同様
上法で構築かでき、その工法もとりイっけ難しい工法を
採用する必要がない。If the wall consists of at least one pair of perforated plates and a plurality of structural shrines that also serve as spacers and support the perforated plates arranged at predetermined intervals between the perforated plates, the above method can be used in the same way as the conventional continuous underground wall construction method. It can be constructed, and there is no need to use difficult construction methods.
壁体を、多孔の中空管を密集状態に列設した構造とした
場合も、連続地中壁1ユ法およびポーリング孔掘削工法
宿を採用でき、また円筒状なので浄化剤を交換し易くな
る。Even if the wall has a structure in which porous hollow tubes are arranged in a dense row, the continuous underground wall method and the poling hole drilling method can be used, and the cylindrical shape makes it easier to replace the purifying agent. .
第1図、第2図はこの発明をlη染土壌の下流において
地下汚染水を浄化するようにした浄化工法の第一実施例
を示し、第1図は平面図、第2図は第1図の■−■線断
面図、第3図は壁体の詳細構造を示す縦断面図、第4図
は第3図のIV−IV線における水平断面図、第5図は
壁体の他の実施例を示す水平断面図、第6図は壁体のさ
らに他の実施例を示す水平断面図、第7図はこの発明を
汚染土壌の区域の地下水を浄化した状態で汲み上げ、こ
れを工業的などの利用に供するために適用した第二実施
例を示す平面図、第8図は第7図の■−■線断面図であ
る。
1・・・・汚染個所
2・・・・・不透水層
3・・・通水性の壁体
10・・多孔板
12・スペーサー兼用構造材
14・・透水性部材
16・・浄化剤
30・・孔あき中空管
特許用1知人
代 理 人
同
株式会社 大 林 組Figures 1 and 2 show a first embodiment of the purification method according to the present invention for purifying underground contaminated water downstream of lη-dyed soil. Fig. 3 is a vertical sectional view showing the detailed structure of the wall, Fig. 4 is a horizontal sectional view taken along the IV-IV line in Fig. 3, and Fig. 5 shows another implementation of the wall. FIG. 6 is a horizontal sectional view showing another embodiment of the wall body, and FIG. 7 is a horizontal sectional view showing another embodiment of the wall body. FIG. 8 is a plan view showing a second embodiment applied to the use of the present invention, and FIG. 8 is a cross-sectional view taken along the line ■--■ in FIG. 1...Contaminated area 2...Impermeable layer 3...Water permeable wall 10...Porous plate 12/Spacer/structural material 14...Water permeable member 16...Purifying agent 30... Perforated Hollow Tube Patent 1 Acquaintance Agent Jindo Co., Ltd. Obayashi Corporation
Claims (3)
壁体を構築し、該壁体の中空内部に浄化剤を着脱可能に
収容することを特徴とする地下汚染水の浄化工法。(1) A method for purifying underground contaminated water, which is characterized by constructing a hollow wall that allows water to pass through to an impermeable layer underground, and removably storing a purifying agent inside the hollow wall.
間に所定間隔で配置された多孔板を支持する複数のスペ
ーサー兼用構造材からなり、各構造材と多孔板で囲われ
た中空内部に前記浄化剤を着脱可能に収容することを特
徴とする請求項1に記載の地下汚染水の浄化工法。(2) The wall body consists of at least one pair of perforated plates and a plurality of structural members that also serve as spacers and support the perforated plates arranged at predetermined intervals between the perforated plates. 2. The underground contaminated water purification method according to claim 1, wherein the purification agent is removably housed.
なり、該中空管の内部に浄化剤を着脱可能に収容したも
のであることを特徴とする請求項1に記載の地下汚染水
の浄化工法。(3) The wall body is formed by closely arranging porous hollow tubes, and a cleaning agent is removably housed inside the hollow tubes. The described underground contaminated water purification method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63318539A JPH06104975B2 (en) | 1988-12-19 | 1988-12-19 | Underground contaminated water purification method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63318539A JPH06104975B2 (en) | 1988-12-19 | 1988-12-19 | Underground contaminated water purification method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02164936A true JPH02164936A (en) | 1990-06-25 |
JPH06104975B2 JPH06104975B2 (en) | 1994-12-21 |
Family
ID=18100255
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63318539A Expired - Lifetime JPH06104975B2 (en) | 1988-12-19 | 1988-12-19 | Underground contaminated water purification method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH06104975B2 (en) |
Cited By (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05317850A (en) * | 1992-05-20 | 1993-12-03 | Taisei Corp | Method for purifying polluted ground water |
JP2002079235A (en) * | 2000-09-08 | 2002-03-19 | Saikobo:Kk | Device and method for accelerating decomposition of pollutant |
JP2002346539A (en) * | 2001-05-28 | 2002-12-03 | Nippon Kokan Light Steel Kk | Method for cleaning polluted soil |
KR20030030410A (en) * | 2001-10-11 | 2003-04-18 | 박재현 | System for Reserving and Cleaning up Ground Water using the Multi Permeable Reactive Underground Dam |
KR20040025126A (en) * | 2002-09-18 | 2004-03-24 | 주식회사 세원지오신테크 | Method for constructing a wall for preventing the leakage of contaminant |
JP2005349342A (en) * | 2004-06-11 | 2005-12-22 | Hitachi Constr Mach Co Ltd | Countermeasure method against contamination and contaminant decomposition band used for it |
JP2006305543A (en) * | 2005-03-29 | 2006-11-09 | Kurita Water Ind Ltd | In-situ confining method |
JP2008055314A (en) * | 2006-08-31 | 2008-03-13 | Matsushita Electric Ind Co Ltd | Apparatus and method for cleaning ground water |
JP2008173558A (en) * | 2007-01-17 | 2008-07-31 | Petroleum Energy Center | Water-permeable purifying wall and purification treatment method of polluted underground water |
JP2009160578A (en) * | 2009-01-29 | 2009-07-23 | Ohbayashi Corp | Water purification measure |
JP2009297617A (en) * | 2008-06-11 | 2009-12-24 | Takeo Suzuki | Method for improving contaminated soil |
JP2010253421A (en) * | 2009-04-27 | 2010-11-11 | Daiwa House Industry Co Ltd | Activated carbon mat and method for purifying soil contaminated with hydrocarbon |
JP4625552B2 (en) * | 1999-03-08 | 2011-02-02 | 大成建設株式会社 | Groundwater purification method |
JP2011020057A (en) * | 2009-07-16 | 2011-02-03 | Japan Found Eng Co Ltd | Soil contamination cleaning zone construction method, soil contamination cleaning zone and soil contamination cleaning method |
JP2011041949A (en) * | 2010-10-15 | 2011-03-03 | Fujita Corp | Method of treating oil-contaminated soil |
JP2013079839A (en) * | 2011-10-03 | 2013-05-02 | Kanematsu Nnk Corp | Device and method for recovering radioactive material |
CN108687096A (en) * | 2018-04-03 | 2018-10-23 | 中国瑞林工程技术有限公司 | A kind of underground sewage collects interception system and its construction method |
JP2021053535A (en) * | 2019-09-27 | 2021-04-08 | 株式会社大林組 | Underground purification wall |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5142349A (en) * | 1974-10-07 | 1976-04-09 | Nippon Dev Consult | SUTOREENAANOSETSUCHIHOTO SONOSOCHI |
-
1988
- 1988-12-19 JP JP63318539A patent/JPH06104975B2/en not_active Expired - Lifetime
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5142349A (en) * | 1974-10-07 | 1976-04-09 | Nippon Dev Consult | SUTOREENAANOSETSUCHIHOTO SONOSOCHI |
Cited By (21)
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---|---|---|---|---|
JPH05317850A (en) * | 1992-05-20 | 1993-12-03 | Taisei Corp | Method for purifying polluted ground water |
JP4625552B2 (en) * | 1999-03-08 | 2011-02-02 | 大成建設株式会社 | Groundwater purification method |
JP4580077B2 (en) * | 2000-09-08 | 2010-11-10 | 有限会社砦巧房 | Contaminant decomposition promotion equipment and promotion method |
JP2002079235A (en) * | 2000-09-08 | 2002-03-19 | Saikobo:Kk | Device and method for accelerating decomposition of pollutant |
JP2002346539A (en) * | 2001-05-28 | 2002-12-03 | Nippon Kokan Light Steel Kk | Method for cleaning polluted soil |
KR20030030410A (en) * | 2001-10-11 | 2003-04-18 | 박재현 | System for Reserving and Cleaning up Ground Water using the Multi Permeable Reactive Underground Dam |
KR20040025126A (en) * | 2002-09-18 | 2004-03-24 | 주식회사 세원지오신테크 | Method for constructing a wall for preventing the leakage of contaminant |
JP2005349342A (en) * | 2004-06-11 | 2005-12-22 | Hitachi Constr Mach Co Ltd | Countermeasure method against contamination and contaminant decomposition band used for it |
JP2006305543A (en) * | 2005-03-29 | 2006-11-09 | Kurita Water Ind Ltd | In-situ confining method |
JP4572761B2 (en) * | 2005-03-29 | 2010-11-04 | 栗田工業株式会社 | In-situ containment method and in-situ containment device |
JP2008055314A (en) * | 2006-08-31 | 2008-03-13 | Matsushita Electric Ind Co Ltd | Apparatus and method for cleaning ground water |
JP2008173558A (en) * | 2007-01-17 | 2008-07-31 | Petroleum Energy Center | Water-permeable purifying wall and purification treatment method of polluted underground water |
JP2009297617A (en) * | 2008-06-11 | 2009-12-24 | Takeo Suzuki | Method for improving contaminated soil |
JP4609582B2 (en) * | 2009-01-29 | 2011-01-12 | 株式会社大林組 | Groundwater purification system |
JP2009160578A (en) * | 2009-01-29 | 2009-07-23 | Ohbayashi Corp | Water purification measure |
JP2010253421A (en) * | 2009-04-27 | 2010-11-11 | Daiwa House Industry Co Ltd | Activated carbon mat and method for purifying soil contaminated with hydrocarbon |
JP2011020057A (en) * | 2009-07-16 | 2011-02-03 | Japan Found Eng Co Ltd | Soil contamination cleaning zone construction method, soil contamination cleaning zone and soil contamination cleaning method |
JP2011041949A (en) * | 2010-10-15 | 2011-03-03 | Fujita Corp | Method of treating oil-contaminated soil |
JP2013079839A (en) * | 2011-10-03 | 2013-05-02 | Kanematsu Nnk Corp | Device and method for recovering radioactive material |
CN108687096A (en) * | 2018-04-03 | 2018-10-23 | 中国瑞林工程技术有限公司 | A kind of underground sewage collects interception system and its construction method |
JP2021053535A (en) * | 2019-09-27 | 2021-04-08 | 株式会社大林組 | Underground purification wall |
Also Published As
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---|---|
JPH06104975B2 (en) | 1994-12-21 |
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