JP3535437B2 - Well structure and well structure row for contaminated soil purification, and contaminated soil purification method using the same - Google Patents

Well structure and well structure row for contaminated soil purification, and contaminated soil purification method using the same

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Publication number
JP3535437B2
JP3535437B2 JP2000023026A JP2000023026A JP3535437B2 JP 3535437 B2 JP3535437 B2 JP 3535437B2 JP 2000023026 A JP2000023026 A JP 2000023026A JP 2000023026 A JP2000023026 A JP 2000023026A JP 3535437 B2 JP3535437 B2 JP 3535437B2
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Japan
Prior art keywords
contaminated soil
well
well structure
groundwater
purifying
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.)
Expired - Fee Related
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JP2000023026A
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Japanese (ja)
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JP2001214432A (en
Inventor
俊一 亀和田
Original Assignee
合資会社オクト
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Publication of JP2001214432A publication Critical patent/JP2001214432A/en
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Publication of JP3535437B2 publication Critical patent/JP3535437B2/en
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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Processing Of Solid Wastes (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、汚染物質によって
汚染された汚染土壌に含まれている地下水、ガス(空
気)を浄化する汚染土壌浄化用の構造体と、これを用い
た汚染土壌浄化方法とに係る技術分野に属する。
TECHNICAL FIELD The present invention relates to a structure for purifying contaminated soil for purifying groundwater and gas (air) contained in contaminated soil polluted by pollutants, and a contaminated soil purification method using the same. Belongs to the technical field related to.

【0002】[0002]

【従来の技術】汚染土壌の地下水を浄化する技術として
は、図13に示すように、汚染土壌区域付近に地盤2に
汚染土壌浄化用井戸構造体1を挿入し、地盤内に井戸空
隙3を形成し、汚染土壌浄化用井戸構造体1の小孔11
から井戸空隙3に流入した地下水4を揚水ポンプ5で汲
上げ、地上に設置した浄化処理装置6で浄化することが
広く実施されている。なお、浄化処理装置6で浄化され
た地下水4は、下水や河川へ排出されることが一般的に
行われている。
2. Description of the Related Art As a technique for purifying groundwater in contaminated soil, as shown in FIG. 13 , a well structure 1 for contaminated soil purification is inserted into a ground 2 near a contaminated soil area, and a well void 3 is formed in the ground. Small hole 11 of well structure 1 for forming and purifying contaminated soil
It is widely practiced to pump up groundwater 4 that has flowed into the well cavity 3 from a well by a pumping pump 5 and purify it with a purification treatment device 6 installed on the ground. The groundwater 4 purified by the purification device 6 is generally discharged to sewage or a river.

【0003】従来、この技術に使用される汚染土壌浄化
用井戸構造体としては、例えば、特開平9−22836
2号公報に記載のものが知られている。
Conventionally, as a well structure for cleaning contaminated soil used in this technique, for example, Japanese Patent Laid-Open No. 9-22836 is known.
The one described in Japanese Patent Publication No. 2 is known.

【0004】この従来の汚染土壌浄化用井戸構造体は、
地下水4が流込む小孔11を一面にのみ開口した角筒形
の杭体に形成され、小孔11を地下水の流れの上流側に
向けて隣接して打込まれて止水壁を構成するものであ
る。
This conventional well structure for purifying contaminated soil is
The small hole 11 into which the groundwater 4 flows is formed in a square tubular pile body that is opened only on one surface, and the small hole 11 is driven adjacent to the upstream side of the groundwater flow to form a water blocking wall. It is a thing.

【0005】この従来の汚染土壌浄化用井戸構造体によ
ると、構成した止水壁から下流側への汚染された地下水
の流出が確実に防止される。
According to this conventional well structure for purifying contaminated soil, outflow of contaminated groundwater from the constructed water blocking wall to the downstream side is reliably prevented.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、前述の
汚染土壌浄化用井戸構造体を使用した汚染土壌の浄化で
は、止水壁を構成することにより地下水の自然の流れを
堰止めたり流量を変更したりして、水理面での自然環境
に影響を及ぼすという問題点がある。
However, in the purification of the contaminated soil using the above-mentioned well structure for purifying the contaminated soil, by constructing the water blocking wall, the natural flow of groundwater is blocked or the flow rate is changed. However, there is a problem that it affects the natural environment in terms of hydraulics.

【0007】また、従来の汚染土壌浄化用井戸構造体で
は、角筒形の杭体からなるため、隣接しての打込みで隙
間が形成されやすく、構成される止水壁の止水性能が低
いという問題点がある。さらに、汚染土壌浄化用井戸構
造体の専用として設計、製造されるため、製造コストが
嵩むという問題点がある。
Further, in the conventional well structure for purifying contaminated soil, since it is composed of a square tubular pile body, a gap is likely to be formed by driving it adjacently, and the water blocking performance of the water blocking wall is low. There is a problem. Further, since it is designed and manufactured exclusively for the well structure for cleaning the contaminated soil, the manufacturing cost increases.

【0008】本発明は、このような問題点を考慮してな
されたもので、矢板に汚水土壌浄化用の井戸空隙を付加
させることに着目したもので、矢板の連結機能により簡
易に止水壁を構成するようにした矢板や矢板列からなる
汚染土壌浄化構造体を提供することを第1の課題とす
る。
The present invention has been made in view of the above problems, and focuses on adding a well void for purifying sewage soil to the sheet pile, and a water blocking wall can be easily provided by the connecting function of the sheet piles. A first object is to provide a contaminated soil purification structure including a sheet pile or a sheet pile array configured as described above.

【0009】また、本発明に係る汚染土壌浄化構造体を
利用した汚染土壌浄化方法を提供することを第2の課題
とする。
A second object of the present invention is to provide a method for cleaning contaminated soil using the structure for cleaning contaminated soil according to the present invention.

【0010】[0010]

【課題を解決するための手段】前述の第1の課題を解決
するため、本発明に係る汚染土壌浄化用の井戸構造体及
び井戸構造体列は、次のような手段を採用する。
In order to solve the above-mentioned first problem, a well structure and a well structure row for purifying contaminated soil according to the present invention employ the following means.

【0011】即ち、請求項1に記載の井戸構造体は、汚
染土壌区域付近の地中に埋設されて縦長の井戸空隙を形
成するとともに井戸空隙には外部との連通構造を備える
筒状体と、この筒状体の側面から張出され他の構造体と
水密的に連結可能な連結機能部材とを備える井戸構造体
であって、筒状体は矢板の凸壁板部に当板を固着して連
結機能部材との間に下端部が閉塞されて形成され、連通
構造として凸壁板部、当板の少なくとも一方に連通孔が
設けられ、矢板の凸壁板部と当板とに仕切板が固着され
て井戸空隙が複数に区画され、区画された一室に地下水
流入室が形成され、他室に地下水排出室が形成されてい
ことにある。井戸構造体は、地中で井戸空隙を縦長に
形成するに十分な縦長寸法に形成されることが望まし
い。
That is, the well structure according to claim 1 is a tubular body which is buried in the ground in the vicinity of a contaminated soil area to form a vertically long well void and which has a communication structure with the outside. , A well structure provided with a connecting functional member which is extended from the side surface of the tubular body and can be watertightly connected to another structure.
The tubular body is connected to the sheet by fixing the abutting plate to the convex wall plate of the sheet pile.
It is formed by closing the lower end with the binding function member,
As a structure, there is a communication hole in at least one of the convex wall plate and the contact plate.
A partition plate is fixed to the convex wall plate of the sheet pile and the contact plate.
Wells are divided into multiple voids, and groundwater is stored in one divided room.
The inflow chamber is formed, and the groundwater discharge chamber is formed in the other room.
Lies in the fact that. The well structure is preferably formed to have a vertically long dimension sufficient to form a well void in the ground in a vertically elongated shape.

【0012】また、請求項3に記載のように、汚染土壌
区域付近の地中に埋設されて縦長の井戸空隙を形成する
とともに井戸空隙には外部との連通構造を備える筒状体
と、この筒状体の側面から張出され他の構造体と水密的
に連結可能な連結機能部材とを備える井戸構造体であっ
て、筒状体は矢板の凸壁板部に当板を固着して連結機能
部材との間に下端部が閉塞されて形成され、連通構造と
して凸壁板部、当板の少なくとも一方に連通孔が設けら
れ、当板に筒状の室が設けられ、矢板の凹壁板部への当
板の固着により井戸空隙が複数に区画されると同時に筒
状の室が形成され、区画された一室に地下水流入室が形
成され、他室に地下水排出室が形成されていることを特
徴とする。
[0012] Further , as described in claim 3, the contaminated soil
It is buried in the ground near the area to form a vertically long well void.
In addition, the well cavity has a cylindrical body with a structure for communicating with the outside.
And it is watertight from other structures overhanging from the side of this tubular body.
Is a well structure including a connecting functional member that can be connected to
The tubular body has a connecting function by fixing the plate to the convex wall plate of the sheet pile.
It is formed by closing the lower end between the member and the communication structure.
And at least one of the convex wall plate and the contact plate has a communication hole.
The contact plate is provided with a cylindrical chamber, and the contact with the concave wall plate part of the sheet pile is performed.
At the same time the well gap is divided into multiple sections due to the fixation of the plates
-Shaped chamber is formed, and the groundwater inflow chamber is formed in one partitioned room.
And the groundwater discharge chamber is formed in another room.
To collect.

【0013】これら請求項1、請求項3の手段では、井
戸構造体が地中に埋設されると筒状体に縦長の井戸空隙
が形成され、井戸空隙には連通構造として流入機能・揚
水機能・排水機能のいずれかが得られ、さらに側面の連
結機能部材を介して他の構造体と水密的に連結されるこ
とで止水壁が形成可能となる。また、矢板を利用するた
め、両側の連結機能部材同士の連結で構成される止水壁
の止水性能が高くなる。また、既存生産品である矢板の
利用で製造コストが嵩まなくなる。さらに、当板に仕切
板や筒状の室を設けることで、井戸空隙の内部における
地下水の流通が区画される。その際に、地下水の流入室
と排出室とを形成する。
According to these means of claim 1 and claim 3 , when the well structure is buried in the ground, a vertically long well void is formed in the tubular body, and the well void has an inflow function / pumping function as a communication structure. -A water blocking wall can be formed by obtaining one of the drainage functions and further water-tightly connecting to another structure through the connecting function member on the side surface. Also, using the sheet pile
A water blocking wall consisting of connecting functional members on both sides.
Water-stopping performance of In addition, the existing product of sheet pile
Manufacturing costs will not increase with use. In addition, partition on this plate
By providing a plate or a cylindrical chamber,
Distribution of groundwater is divided. At that time, the groundwater inflow chamber
And a discharge chamber are formed.

【0014】また、請求項2に記載のように、汚染土壌
区域付近の地中に埋設されて縦長の井戸空隙を形成する
とともに井戸空隙には外部への連通構造を備える筒状体
と、この筒状体の側面から張出され他の構造体と水密的
に連結可能な連結機能部材と、上記筒状体の下端から下
方に向けて突出され打ち込みにより筒状体と連結機能部
材とを地中に案内する打ち込み用シューとを備える井戸
構造体であって、筒状体は矢板の凸壁板部に当板を固着
して連結機能部材との間に下端部が閉塞されて形成さ
れ、連通構造として凸壁板部、当板の少なくとも一方に
連通孔が設けられ、矢板の凸壁板部と当板とに仕切板が
固着されて井戸空隙が複数に区画され、区画された一室
に地下水流入室が形成され、他室に地下水排出室が形成
されていることを特徴とする
Further, as described in claim 2, a cylindrical body which is buried in the ground near the contaminated soil area to form a vertically long well void and which has a communication structure to the outside, The connecting function member that is extended from the side surface of the tubular body and is watertightly connectable to another structure, and the tubular body and the connecting function member that project downward from the lower end of the tubular body and are driven into the ground. Well with driving shoe for guiding inside
The structure is a cylindrical body and the plate is fixed to the convex wall plate of the sheet pile.
The lower end is closed between the connecting function member and
As a communication structure, at least one of the convex wall plate and the contact plate
A communication hole is provided, and a partition plate is provided between the convex wall plate of the sheet pile and the corresponding plate.
A well-separated room that is divided into multiple well voids
Groundwater inflow chamber is formed in the other, groundwater discharge chamber is formed in the other room
It is characterized by being .

【0015】また、請求項4に記載のように、汚染土壌
区域付近の地中に埋設されて縦長の井戸空隙を形成する
とともに井戸空隙には外部への連通構造を備える筒状体
と、この筒状体の側面から張出され他の構造体と水密的
に連結可能な連結機能部材と、上記筒状体の下端から下
方に向けて突出され打ち込みにより筒状体と連結機能部
材とを地中に案内する打ち込み用シューとを備える井戸
構造体であって、筒状体は矢板の凸壁板部に当板を固着
して連結機能部材との間に下端部が閉塞されて形成さ
れ、連通構造として凸壁板部、当板の少なくとも一方に
連通孔が設けられ、当板に筒状の室が設けられ、矢板の
凹壁板部への当板の固着により井戸空隙が複数に区画さ
れると同時に筒状の室が形成され、区画された一室に地
下水流入室が形成され、他室に地下水排出室が形成され
ていることを特徴とする。
Further , as described in claim 4, contaminated soil
It is buried in the ground near the area to form a vertically long well void.
In addition, the well cavity has a cylindrical body with a communication structure to the outside.
And it is watertight from other structures overhanging from the side of this tubular body.
And a connecting function member that can be connected to the lower end of the tubular body.
Connected to the cylindrical body by projecting inward and driving
Well with a driving shoe that guides the material into the ground
The structure is a cylindrical body and the plate is fixed to the convex wall plate of the sheet pile.
The lower end is closed between the connecting function member and
As a communication structure, at least one of the convex wall plate and the contact plate
A communication hole is provided, a cylindrical chamber is provided on the plate, and
The well plate is divided into multiple well cavities by fixing the plate to the concave wall plate.
At the same time, a cylindrical chamber is formed,
A sewage inflow chamber is formed, and a groundwater discharge chamber is formed in another room.
It is characterized by

【0016】これら請求項2、請求項4の手段では、打
ち込み用シューを案内として地中に打ち込みすることで
埋設され、これによって井戸空隙が形成されるうえに、
連結機能部材を介して他の構造体を水密的に連結可能と
なる。
According to the means of claims 2 and 4, these are embedded by being driven into the ground by using the driving shoe as a guide, thereby forming a well void , and
Other structures can be connected in a watertight manner via the connecting function member.

【0017】また、請求項に記載のように、連結機能
部材が筒状体の両側から一体に張出される噛合片である
ことを特徴とする。
Further, as described in claim 5 , the connecting function member is a meshing piece integrally extended from both sides of the cylindrical body.

【0018】この手段では、噛合片による相互の噛合を
得て水密的に連結可能となり、止水壁の止水性能が向上
する。
With this means, it is possible to achieve water-tight connection by obtaining mutual meshing by the meshing pieces and improve the water-sealing performance of the water-sealing wall.

【0019】また、請求項に記載のように、連通孔に
フィルタを取付けることを特徴とするか、あるいは請求
に記載のように、連通孔がフィルタであることを特
徴とする。その際に請求項に記載のように、凹壁板
部、当板の少なくとも一方の連通孔の下部外側に打込保
護体が突出されていることを特徴とする。
Further, as described in claim 6 , a filter is attached to the communication hole, or as described in claim 7 , the communication hole is a filter. In that case, as described in claim 8 , the driving protector is projected outside the lower part of the communication hole of at least one of the concave wall plate portion and the contact plate.

【0020】この手段では、フィルタにより井戸空隙
の土砂の進入が防止される。打ち込みに際して、打込保
護体により連通構造部分の保護が図られる。
In this means, the filter prevents the intrusion of earth and sand into the well cavity . At the time of driving, the driving protection body protects the communication structure part.

【0021】さらに、前述の第1の課題を解決するた
め、本発明に係る汚染土壌浄化用の井戸構造体列は、次
のような手段を採用する。
Further, in order to solve the above-mentioned first problem, the well structure row for purifying contaminated soil according to the present invention employs the following means.

【0022】即ち、請求項に記載のように、請求項1
記載のいずれかの汚染土壌浄化用の井戸構造体が相
互に連結機能部材を水密的に連結するか、あるいは請求
項1〜記載のいずれかの汚染土壌浄化用の井戸構造体
と同様な連結機能部材を有する矢板と水密的に連結する
かのいずれかの組合せが選択され、選択された組合せが
汚染土壌区域付近の地中に埋設されて1又は複数の井戸
空隙が列設されることにある。
That is, as described in claim 9 , claim 1
Or well structure for any of the contaminated soil purification to 8 wherein is watertight link the linking function member to each other, or similar to the well structure for any of the contaminated soil purification according to claim 1-8, wherein A combination of watertightly connecting with a sheet pile having various connecting function members is selected, and the selected combination is buried in the ground near the contaminated soil area to form one or more well voids in a row. Especially.

【0023】この手段では、井戸構造体を相互に水密連
結され、井戸空隙が連結構造部材を介して連続的に配置
される止水壁が形成される。また、井戸構造体と矢板と
が水密連結され、井戸空隙を有する矢板列を有する止水
壁が形成される。
According to this means, the water blocking walls are formed in which the well structures are watertightly connected to each other and the well voids are continuously arranged via the connecting structural members. Further, the well structure and the sheet pile are watertightly connected to each other to form a water blocking wall having a row of sheet piles having well voids .

【0024】また、請求項10に記載のように、請求項
1〜記載のいずれかの汚染土壌浄化用の井戸構造体の
連結機能部材と水密的に連結する他の構造体とが組合せ
られ、汚染土壌区域付近の地中に埋設されて1又は複数
の井戸空隙が列設されることにある。
Further, as described in claim 10 , the connecting function member of the well structure for cleaning contaminated soil according to any one of claims 1 to 8 is combined with another structure which is watertightly connected. , One or more well voids are lined up in the ground near the contaminated soil area.

【0025】この手段では、井戸構造体と他の構造体と
が水密連結され、井戸空隙を中心として他の構造体との
間で止水壁が形成される。
According to this means, the well structure and the other structure are watertightly connected to each other, and the water blocking wall is formed between the well structure and the other structure around the well cavity .

【0026】さらに、前述の第2の課題を解決するた
め、本発明に係る汚染土壌浄化方法は、次のような手段
を採用する。
Further, in order to solve the above-mentioned second problem, the method for purifying contaminated soil according to the present invention employs the following means.

【0027】即ち、請求項11に記載のように、請求項
又は10記載の汚染土壌浄化用の井戸構造体列を、少
なくとも汚染土壌区域における地下水の上流側と下流側
とに設置し、下流側の井戸空隙に流入した汚染された地
下水を浄化して上流側の井戸空隙に戻し、汚染土壌区域
に注入して浄化循環水系を構成することにある。
[0027] That is, as described in claim 11, claim
The well structure rows for purifying contaminated soil according to 9 or 10 are installed at least on the upstream side and the downstream side of groundwater in the contaminated soil area, and the contaminated groundwater flowing into the well cavity on the downstream side is purified to upstream. It is to return to the well cavity on the side and inject it into the contaminated soil area to form a purified circulating water system.

【0028】この手段では、井戸構造体列の井戸空隙を
利用することで下流側から上流側への浄化循環水システ
ムが確立される。
In this means, the purified circulating water system from the downstream side to the upstream side is established by utilizing the well voids of the well structure row.

【0029】また、請求項12に記載のように、上流側
の井戸空隙に汚染土壌区域外から流入した汚染されてい
ない地下水をバイパス路と下流側の井戸空隙とを介して
汚染土壌区域外に流すことを特徴とする。
Further, as described in claim 12 , uncontaminated groundwater flowing into the well cavity on the upstream side from outside the contaminated soil area is discharged to the outside of the contaminated soil area via the bypass passage and the well cavity on the downstream side. It is characterized by flowing.

【0030】この手段では、汚染された浄化水の流れと
は別個に汚染されていない地下水の流れを確保すること
により、止水壁の構成で地下水の自然の流れが堰止めら
れたり流量が変更されたりするのを防止して、水理面で
の自然環境に影響を及ぼすことをなくする。
In this means, by ensuring the flow of uncontaminated groundwater separately from the flow of contaminated purified water, the natural flow of groundwater is blocked or the flow rate is changed by the construction of the water blocking wall. To prevent it from affecting the natural hydraulic environment.

【0031】さらに、請求項13に記載のように、請求
又は10記載の汚染土壌浄化用の井戸構造体列を、
汚染土壌区域付近の地中に埋設して井戸空隙を形成し、
汚染土壌区域を気密に囲むように設置するとともに井戸
構造体列で囲まれる平面を気密に閉塞して、汚染されて
いない空気を注入して汚染された空気を吸上げる浄化循
環空気系を構成することにある。
Further, as described in claim 13 , the well structure row for purifying contaminated soil according to claim 9 or 10 ,
It is buried in the ground near the contaminated soil area to form a well void,
Installed to enclose the contaminated soil area in an airtight manner and airtightly close the plane surrounded by the well structure rows to form a purified circulating air system that injects uncontaminated air and sucks up the contaminated air. Especially.

【0032】この手段では、井戸構造体列の閉塞空間を
利用することで、汚染空気を汚染されていない空気と交
換する浄化循環空気システムが確立される。
By this means, the closed circulation space of the well structure row is utilized to establish a purified circulating air system for exchanging contaminated air with uncontaminated air.

【0033】さらにまた、請求項14に記載のように、
井戸構造体列の側面あるいは閉塞区域の地表面から汚染
されていない空気を注入し、空気を注入していない井戸
構造体列の井戸空隙を通して汚染された空気を吸上げる
ことを特徴とする。
Furthermore, as described in claim 14 ,
It is characterized in that uncontaminated air is injected from the side surface of the well structure row or the ground surface of the closed area, and the polluted air is sucked up through the well voids of the well structure row in which no air is injected.

【0034】この手段では、井戸構造体列の井戸空隙を
利用することで浄化循環空気システムが確立される。
By this means, the purified circulating air system is established by utilizing the well voids of the well structure row.

【0035】[0035]

【発明の実施の形態】以下、本発明に係る染土壌浄化
用の井戸構造体、この井戸構造体の連結による井戸構造
体列、この井戸構造体列を用いた汚染土壌浄化方法、並
びにこれらの実施の形態を図1〜図12に基づいて説明
する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, well structure for contaminated soil remediation according to the present invention, connected by well structure column in the well structure, contaminated soil remediation method using the well structure column, as well as their The embodiment will be described with reference to FIGS. 1 to 12 .

【0036】図1、図2は、本発明に係る染土壌浄化
用の井戸構造体の実施の形態(1)を示すものであり、
井戸構造体として矢板に適用したものを示す。
FIG. 1, FIG. 2 shows an embodiment of a well structure for contaminated soil remediation according to the present invention (1),
A well structure applied to a sheet pile is shown.

【0037】この実施の形態は、汚染土壌浄化用の井戸
構造体1として縦長状の矢板12を用い、この矢板12
に連結機能部材として両側に噛合片12a、12bが縦
長状に設けられている。噛合片12a、12bは噛合可
能な構造であればよく、図示するように相互に反対方向
となる湾曲形とする。
In this embodiment, a vertically long sheet pile 12 is used as the well structure 1 for purifying contaminated soil.
Further, engaging pieces 12a and 12b are provided in a vertically long shape on both sides as a connecting function member. The meshing pieces 12a and 12b may have a structure capable of meshing, and have curved shapes that are opposite to each other as illustrated.

【0038】この矢板12の噛合片12a、12bの間
には、耐土圧性を高め打込みの際の曲げを防止するため
の台形の凸壁板部12cが縦長に突成されている。矢板
12の凸壁板部12cの台形の下底部には、当板13が
縦長状にわたって溶接等により固着され、凸壁板部12
cと当板13とによって筒状体が縦長に形成されてい
る。当板13は図示するような平板とすることが望まし
い。このため、矢板12の凸壁板部12cと当板13と
の間には、断面が台形の井戸空隙3が形成されている。
なお、図示しないが、平板に代えて凸壁板部12cから
離間する方向へ突出する台形板や湾曲形板を溶着するこ
ともでき、この場合には広い井戸空隙が形成可能とな
る。
A trapezoidal convex wall plate portion 12c is formed between the meshing pieces 12a and 12b of the sheet pile 12 so as to increase the earth pressure resistance and prevent bending at the time of driving. The plate 13 is fixed to the lower bottom of the trapezoid of the convex wall plate portion 12c of the sheet pile 12 by welding or the like in a vertically long shape.
A tubular body is formed in a vertically long shape by c and the contact plate 13. The contact plate 13 is preferably a flat plate as shown. Therefore, a well gap 3 having a trapezoidal cross section is formed between the convex wall plate portion 12c of the sheet pile 12 and the contact plate 13.
Although not shown, a trapezoidal plate or a curved plate protruding in a direction away from the convex wall plate portion 12c may be welded instead of the flat plate, and in this case, a wide well gap can be formed.

【0039】矢板12の凸壁板部12cの下部には、井
戸空隙3に連通する連通孔として多数の小孔11が開口
されている。小孔11には、パンチングプレート、メッ
シュ等からなるフィルタ15を被せることができる。こ
のフィルタ15は、溶接等により矢板12の凸壁板部1
2cに固着されている。
At the lower part of the convex wall plate portion 12c of the sheet pile 12, a large number of small holes 11 are opened as communication holes communicating with the well cavity 3. The small hole 11 can be covered with a filter 15 made of a punching plate, a mesh or the like. The filter 15 is formed by welding or the like to form the convex wall plate portion 1 of the sheet pile 12.
It is fixed to 2c.

【0040】さらに、矢板12の凸壁板部12cの下端
部と当板13の下端部との間には、筒状体の下端から下
方に向けて突出され打ち込みにより筒状体と噛合片12
a、12bを地中に案内する打ち込み用シュー14が固
着されている。打ち込み用シュー14は、筒状体の下端
に固着されることで井戸空隙3を閉塞する。好ましく
は、容易に地中に食い込み可能なような鋭角的形状乃至
はくさび形状に形成される。
Further, between the lower end portion of the convex wall plate portion 12c of the sheet pile 12 and the lower end portion of the abutting plate 13, the lower end of the tubular body is projected downward to be driven into the tubular body and the engagement piece 12 is formed.
A driving shoe 14 for guiding the a and 12b into the ground is fixed. The driving shoe 14 closes the well cavity 3 by being fixed to the lower end of the tubular body. Preferably, it is formed in an acute angle shape or a wedge shape so that it can easily penetrate into the ground.

【0041】この実施の形態によると、土木工事で使用
される既存生産品である鋼板製の矢板12を利用して、
当板13の固着や小孔11の開口等の簡単な工作で製造
することができるため、製造コストが安価になる。
According to this embodiment, by utilizing the steel sheet pile 12 which is an existing product used in civil engineering,
Since it can be manufactured by a simple work such as fixing the contact plate 13 or opening the small holes 11, the manufacturing cost becomes low.

【0042】また、隣接して打込む際に矢板12の噛合
片12a、12bを係合ないしは噛合させることによ
り、構成される止水壁の止水性能を高めることができ
る。矢板12の噛合片12a、12bの構造について
は、既存生産品を変更しないため、土木工事で実証され
ている水密性、気密性がそのまま得られる。
Further, by engaging or meshing the meshing pieces 12a, 12b of the sheet pile 12 when driving adjacently, it is possible to enhance the water-sealing performance of the water-sealing wall constituted. With respect to the structure of the meshing pieces 12a and 12b of the sheet pile 12, since the existing products are not changed, the watertightness and airtightness proved in civil engineering work can be obtained as they are.

【0043】さらに、予め矢板12を打ち込みした噛合
片12a、12bの上端に、次に打ち込みする矢板12
の噛合片12a、12bの下端を噛合すると、打ち込み
された噛合片12a、12bをガイドとして機能させて
次の矢板12を打ち込みすることができ、汚染土壌浄化
用の井戸構造体の打ち込み設置が容易に且つ正確に実現
できる。
Further, the sheet pile 12 to be next driven is provided on the upper ends of the meshing pieces 12a and 12b in which the sheet pile 12 is previously driven.
When the lower ends of the meshing pieces 12a, 12b are meshed with each other, the driven meshing pieces 12a, 12b can function as a guide to drive the next sheet pile 12, thus facilitating the installation of a well structure for cleaning contaminated soil. Can be realized accurately.

【0044】さらに、この実施の形態では、フィルタ1
5によって井戸空隙3への土砂の浸入が防止されるた
め、井戸空隙3が土砂で埋められてしまうようなことは
ない。
Further, in this embodiment, the filter 1
Since 5 prevents the infiltration of sediment into the well cavity 3, the well cavity 3 will not be filled with sediment.

【0045】図3及び図4は、本発明に係る染土壌浄
化用の井戸構造体の実施の形態(2)を示すものであ
る。
[0045] Figures 3 and 4 show an embodiment of a well structure for contaminated soil remediation according to the present invention (2).

【0046】この実施の形態では、前述の実施の形態
(1)の矢板12の凸壁板部12cと当板13との間に
仕切板16を固着して、井戸空隙3を2つに区画してい
る。仕切板16は、図示するように予め当板13に固着
しておくか、あるいは、図示しないが予め凸壁板部12
cに固着しても良い。なお、連通構造としては、仕切板
16で区画された一方の井戸空隙3aには凸壁板部12
cに小孔11が連通され、他方の井戸空隙3bには当板
13に小孔11が連通されている。
In this embodiment, a partition plate 16 is fixed between the projecting wall plate portion 12c of the sheet pile 12 and the contact plate 13 of the above-mentioned embodiment (1) to divide the well void 3 into two. is doing. The partition plate 16 is fixed to the contact plate 13 in advance as shown in the figure, or, although not shown, the convex wall plate part 12 is previously shown.
You may stick to c. In addition, as a communication structure, the convex wall plate portion 12 is provided in one well void 3a partitioned by the partition plate 16.
The small hole 11 is communicated with c, and the small hole 11 is communicated with the contact plate 13 in the other well cavity 3b.

【0047】この実施の形態によると、一方の井戸空隙
3aを地下水流入室に形成でき、他方の井戸空隙3bを
地下水排出室に形成でき、揚水機能と排水機能とを兼備
させることができる。したがって、例えば図11に示す
浄化処理装置6を用いると、浄化処理装置6で浄化され
た地下水4を構成された止水壁の外側(非汚染区域外)
へ流すことができる等に利用可能である。
According to this embodiment, one well void 3a can be formed in the groundwater inflow chamber, the other well void 3b can be formed in the groundwater discharge chamber, and can have both a pumping function and a draining function. Therefore, for example, when the purification treatment device 6 shown in FIG. 11 is used, the groundwater 4 purified by the purification treatment device 6 is formed outside the water blocking wall (outside the non-contaminated area).
It can be used for flushing to.

【0048】図5は、本発明に係る染土壌浄化用の井
戸構造体の実施の形態(3)を示すものである。
[0048] Figure 5 shows an embodiment of a well structure for contaminated soil remediation according to the present invention (3).

【0049】この実施の形態では、前述の実施の形態
(2)の矢板12の凸壁板部12cと当板13との間に
仕切板16を固着して井戸空隙3を区画しているとき
に、小孔11を凸壁板部12cの双方に連通している。
In this embodiment, when the partition plate 16 is fixed between the projecting wall plate portion 12c of the sheet pile 12 and the contact plate 13 of the above-mentioned embodiment (2) to divide the well gap 3. In addition, the small hole 11 communicates with both the convex wall plate portions 12c.

【0050】この実施の形態によると、区画された一方
の井戸空隙3aを前述のように汚染された地下水4の汲
上げ用として使用し、他方の井戸空隙3bを浄化処理装
置6で浄化された地下水4の戻し用として使用すること
もできる。このような使用を行っても、地下水4の流通
が仕切板16で区画されるため、汚染された地下水4と
浄化された地下水4とが井戸空隙3の内部で混合するこ
とはない。
According to this embodiment, one of the divided well cavities 3a is used for pumping up the contaminated groundwater 4 as described above, and the other well cavities 3b are purified by the purification treatment device 6. It can also be used for returning the groundwater 4. Even if such a use is performed, the distribution of the groundwater 4 is divided by the partition plate 16, so that the contaminated groundwater 4 and the purified groundwater 4 do not mix inside the well void 3.

【0051】図6は、本発明に係る染土壌浄化用の井
戸構造体の実施の形態(4)を示すものである。
[0051] Figure 6 shows an embodiment of a well structure for contaminated soil remediation according to the present invention (4).

【0052】この実施の形態では、仕切板16に代えて
汚染された地下水4を浄化処理するフィルタ材17を用
い、このフィルタ材17で井戸空隙3を区画してある。
フィルタ材17としては浄化剤槽が用いられる。なお、
小孔11は実施の形態(2)と同様である。
In this embodiment, instead of the partition plate 16, a filter material 17 for purifying contaminated groundwater 4 is used, and the well void 3 is defined by this filter material 17.
A purifying agent tank is used as the filter material 17. In addition,
The small holes 11 are the same as those in the embodiment (2).

【0053】この実施の形態によると、汚染された地下
水4を揚水ポンプ5で汲上げることなく、汚染された地
下水4を自然の流通で浄化剤槽17に通して浄化させる
ことができる。
According to this embodiment, the polluted groundwater 4 can be naturally purified by passing it through the purifying agent tank 17 without pumping the polluted groundwater 4 by the pumping pump 5.

【0054】図7、図8は、本発明に係る染土壌浄化
用の井戸構造体の実施の形態(5)を示すものである。
[0054] Figure 7, Figure 8 shows an embodiment of a well structure for contaminated soil remediation according to the present invention (5).

【0055】この実施の形態では、当板13に筒状の室
18が縦長状に設けられてあり、この当板13を矢板1
2の凸壁板部12cに固着することにより、井戸空隙3
が複数に区画されると同時に筒状の室18が形成され
る。この場合に、図示するように止水板19を室18に
設けておけば、縦長にわたる寸法公差があってもこれを
吸収して区画が正確に行える。なお、連通構造として
は、室18と止水板19で区画された一方の井戸空隙3
aには凸壁板部12cに小孔11が連通され、他方の井
空隙3bには当板13に小孔11が連通されている。
室18の左右には小孔11が設けられる。
In this embodiment, the contact plate 13 is provided with a cylindrical chamber 18 in a vertically long shape.
By fixing to the convex wall plate portion 12c of No. 2, the well void 3
And a cylindrical chamber 18 are formed at the same time. In this case, if the water blocking plate 19 is provided in the chamber 18 as shown in the drawing, even if there is a dimensional tolerance in the longitudinal direction, this can be absorbed and the division can be accurately performed. In addition, as the communication structure, one well void 3 partitioned by the chamber 18 and the water stop plate 19 is used.
The small hole 11 is communicated with the convex wall plate portion 12c at a, and the small hole 11 is communicated with the contact plate 13 at the other well cavity 3b.
Small holes 11 are provided on the left and right sides of the chamber 18.

【0056】さらに、この実施の形態では、凹壁板部1
2c、当板13の連通孔11の下部外側に打込保護体2
0が突出されている。打込保護体20は下部に向かうく
さび形状とし、突出量は打ち込みに際して15が剥離す
る等の不都合が生じない程度でよい。製造に際しては、
凸壁板部12cに固着するか、あるいは凸壁板部12c
を外側へ曲げ成形することで実現される。この打込保護
体20は各種連通構造の下部に付加することが望まし
い。
Further, in this embodiment, the concave wall plate portion 1
2c, a driving protector 2 on the outside of the lower part of the communication hole 11 of the contact plate 13
0 is projected. The driving protector 20 has a wedge shape facing downward, and the amount of protrusion may be such that there is no inconvenience such as peeling off of 15 during driving. When manufacturing,
It is fixed to the convex wall plate portion 12c or the convex wall plate portion 12c
It is realized by bending the outer side. It is desirable to add the driving protector 20 to the bottom of various communication structures.

【0057】この実施の形態によると、筒状の室18に
各種の浄化剤を充填すれば、所望の浄化室を形成するこ
とができ、流入した地下水を所望の浄化室で浄化するこ
とができる。筒状の室18には、用途に応じて吸着剤、
微生物処理剤あるいはこれらの混在したもの等を選択し
て充填可能である。さらには、地下水の水質変化に伴っ
て筒状の室18への浄化剤等を追加あるいは交換等も可
能である。
According to this embodiment, by filling the cylindrical chamber 18 with various purifying agents, a desired purifying chamber can be formed and the inflowing groundwater can be purified in the desired purifying chamber. . In the cylindrical chamber 18, an adsorbent,
It is possible to select and fill a microbial treatment agent or a mixture thereof. Furthermore, it is possible to add or replace a purifying agent or the like to the cylindrical chamber 18 as the water quality of the groundwater changes.

【0058】図9は、本発明に係る染土壌浄化用の井
戸構造体列の実施の形態(1)を示すものであり、井戸
構造体例としては最小単位を示す。
[0058] Figure 9 shows an embodiment of a well structure train for contaminated soil remediation according to the present invention (1), the minimum unit as well structure example.

【0059】この実施の形態では、実施の形態(2)に
示す汚染土壌浄化用の井戸構造体1を相互の噛合片12
a、12bを噛合させることで水密的に連結した井戸構
造体例1Aが構成される。さらに、上記井戸構造体例1
Aに矢板12を相互の噛合片12a、12bで噛合させ
ることで水密的に連結した井戸構造体例1Bが構成され
る。
In this embodiment, the well structure 1 for purifying contaminated soil shown in the embodiment (2) is provided with the interlocking pieces 12 with each other.
The well structure example 1A in which the a and the 12b are meshed with each other is formed in a watertight manner. Furthermore, the above-mentioned well structure example 1
A well structure example 1B in which the sheet pile 12 is watertightly connected to the sheet pile 12 by meshing the sheet pile 12 with the meshing pieces 12a and 12b is configured.

【0060】この実施の形態によると、任意の井戸構造
体1を選択して水密的に連結することができ、所望の井
戸機能を付与した井戸構造体例1A、1Bを形成するこ
とができる。また、井戸構造体1を相互に水密連結する
ことができるので、井戸空隙3が噛合片12a、12b
を介して間隔的且つ連続的に配置される止水壁を形成す
ることができる。さらに、井戸構造体1に矢板12を選
択して水密連結することができ、井戸空隙を中心として
矢板列を有する止水壁を形成することも可能となる。
According to this embodiment, arbitrary well structures 1 can be selected and water-tightly connected, and well structure examples 1A and 1B having desired well functions can be formed. Further, since the well structures 1 can be water-tightly connected to each other, the well void 3 can be connected to the meshing pieces 12a, 12b.
It is possible to form the water blocking walls that are arranged at intervals and continuously through the water blocking wall. Furthermore, the sheet pile 12 can be selected and watertightly connected to the well structure 1, and it becomes possible to form a water blocking wall having a row of sheet piles centering on the well cavity .

【0061】図10は、本発明に係る染土壌浄化用の
井戸構造体列の実施の形態(2)を示すものである。
[0061] Figure 10 shows an embodiment of a well structure train for contaminated soil remediation according to the present invention (2).

【0062】この実施の形態では、汚染土壌浄化用の井
戸構造体1に他の構造体21を相互の噛合片12a、1
2bを噛合させることで、水密的に連結した井戸構造体
例1Nが構成される。他の構造体21としては、埋設可
能な構造であると同時に噛合片12a、12bに噛合で
きる連結機能部材を有するものであればよく、例えば図
示するような湾曲面部を備えていても良い。
In this embodiment, the well structure 1 for cleaning the contaminated soil is provided with the other structure 21 by the interlocking pieces 12a, 1 with each other.
The water-tightly coupled well structure example 1N is configured by meshing 2b. As the other structure 21, any structure may be used as long as it has an embeddable structure and at the same time has a connecting function member that can be meshed with the meshing pieces 12a and 12b, and may have, for example, a curved surface portion as illustrated.

【0063】この実施の形態によれば、他の構造体21
の選択によっては止水壁の距離を確保する等の、用途に
応じた組合せを行える利点がある。
According to this embodiment, another structure 21
Depending on the selection, there is an advantage that a combination according to the application such as securing a distance of the water blocking wall can be performed.

【0064】図11は、本発明に係る染土壌浄化方法
の実施の形態(1)を示すものである。
[0064] Figure 11 shows an embodiment of a contaminated soil remediation method according to the present invention (1).

【0065】この実施の形態は、汚染土壌区域Aを方形
に囲むように染土壌浄化用井戸構造体1が設置され
る。汚染土壌浄化用の井戸構造体列1A、1Bは、少な
くとも汚染土壌区域Aにおける地下水4の流れの上流側
の一部と下流側の一部とに設置される。他の囲み部分に
ついては、土木工事用の通常の矢板12を使用すること
ができる。
[0065] In this embodiment, polluted soil purification well structure 1 is installed so as to surround the contaminated soil zone A square. The well structure rows 1A and 1B for cleaning the contaminated soil are installed at least in a part of the upstream side and a part of the downstream side of the flow of the groundwater 4 in the contaminated soil area A. For the other surrounding parts, a normal sheet pile 12 for civil engineering work can be used.

【0066】上流側、下流側の染土壌浄化用の井戸構
造体1は、揚水ポンプ5、浄化処理装置6を介して接続
されている。即ち、下流側の井戸構造体1の井戸空隙
aに流入した汚染された地下水4は、下流側の井戸構造
体1の井戸空隙3bから揚水ポンプ5で汲上げられ、浄
化処理装置6で浄化されて上流側の井戸構造体1に戻さ
れるようになっている。なお、上流側の井戸構造体1に
戻された浄化された地下水4は、汚染土壌区域Aに流れ
る。
[0066] upstream well structure 1 for contaminated soil remediation the downstream, water pumps 5 are connected through a purification apparatus 6. That is, the well cavity 3 of the downstream well structure 1
The contaminated groundwater 4 that has flowed into the a is pumped by the pumping pump 5 from the well cavity 3b of the well structure 1 on the downstream side, purified by the purification treatment device 6, and returned to the well structure 1 on the upstream side. It has become. The purified groundwater 4 returned to the upstream well structure 1 flows into the contaminated soil area A.

【0067】上流側、下流側の汚染土壌浄化用の井戸構
造体1は、別の揚水ポンプ7を介して接続されている。
即ち、上流側の井戸構造体1の井戸空隙3に汚染土壌区
域A外の上流から流入した汚染されていない地下水4
は、上流側の井戸構造体1の井戸空隙3から揚水ポンプ
7で汲上げられ、下流側の井戸構造体1に戻されるよう
になっている。井戸構造体1に戻された汚染されていな
い地下水4は、汚染土壌区域A外の下流に流れる。
The well structure 1 for purifying the contaminated soil on the upstream side and the downstream side is connected via another pumping pump 7.
That is, the uncontaminated groundwater 4 that has flowed into the well cavity 3 of the upstream well structure 1 from outside the contaminated soil area A.
Is pumped from the well cavity 3 of the upstream well structure 1 by the pumping pump 7 and returned to the downstream well structure 1. The uncontaminated groundwater 4 returned to the well structure 1 flows downstream outside the contaminated soil area A.

【0068】この実施の形態によると、汚染土壌区域A
にある汚染された地下水4は、汚染土壌区域Aの内部で
循環して浄化処理される。従って、汚染された地下水4
が確実に浄化される。また、汚染土壌区域A外にある汚
染されていない地下水4は、汚染土壌区域Aを避けて構
成されるバイパス路により上流から下流へ流される。従
って、地下水4の自然の流れを堰止めたり流量を変更し
たりすることがなく、水理面での自然環境に影響を及ぼ
すことがない。
According to this embodiment, the contaminated soil area A
The polluted groundwater 4 in the area is circulated and purified in the polluted soil area A. Therefore, contaminated groundwater 4
Is surely purified. Further, the uncontaminated groundwater 4 outside the contaminated soil area A is flowed from the upstream to the downstream by the bypass passage configured so as to avoid the contaminated soil area A. Therefore, the natural flow of the groundwater 4 is not blocked or the flow rate is not changed, and the natural environment in terms of hydraulics is not affected.

【0069】図12は、本発明に係る染土壌浄化方法
の実施の形態(2)を示すものである。
[0069] Figure 12 shows an embodiment of a contaminated soil remediation method according to the present invention (2).

【0070】この実施の形態は、地下水位が十分に低い
場合の不飽和体を対象とするものであって、汚染土壌区
域Aを気密に囲むように汚染土壌浄化用の井戸構造体1
が設置される。汚染土壌浄化用の井戸構造体1で囲まれ
る平面を気密にカバー板8で閉塞し、汚染されていない
外気からなる空気40の供給装置9を接続する。また、
カバー板8を貫通して別の汚染土壌浄化用の井戸構造体
1(前述の本発明に係るものに特定されない)を汚染土
壌区域Aに設け、ブロア10と浄化処理装置30とを接
続する。
This embodiment is intended for an unsaturated body when the groundwater level is sufficiently low, and is a well structure 1 for cleaning contaminated soil so as to hermetically surround the contaminated soil area A.
Is installed. A plane surrounded by the well structure 1 for cleaning contaminated soil is airtightly closed by a cover plate 8 and a supply device 9 for supplying air 40 made of uncontaminated outside air is connected. Also,
Another well structure 1 for cleaning the contaminated soil (not specified to the above-described one according to the present invention) is provided in the contaminated soil area A by penetrating the cover plate 8 and connecting the blower 10 and the purification treatment device 30.

【0071】この実施の形態によれば、井戸構造体列の
閉塞空間を利用することで、汚染空気を汚染されていな
い空気と交換する浄化循環空気システムを確立すること
ができ、井戸構造体列の井戸空隙3を利用することがで
きる。
According to this embodiment, by utilizing the closed space of the well structure row, it is possible to establish a purified circulating air system for exchanging polluted air with uncontaminated air. The well cavity 3 of FIG.

【0072】上記実施の態様において、連結機能部材と
して噛合片12a、12bを前提として図示説明した
が、これに限定する趣旨ではない。連結機能部材は縦長
状にわたって水密的に噛合できる形状であれば湾曲状以
外でも実施可能である。また、上記実施の態様におい
て、連通構造として小孔11を図示説明したが、これに
限定する趣旨ではない。図示しないが、小孔11のほか
にまたはこれに代えて大きな孔を設けることも可能であ
り、汚染浄化の具合に応じて選択可能である。さらに、
上記実施の態様において、井戸空隙3と筒状体とが略々
台形状であることを前提として図示説明したが、段落0
040で記載するような他の形状を採用することも可能
であり、揚水機能や排水機能などの条件に応じて選択さ
れることとなる。
In the above-described embodiment, the description has been given on the premise that the engaging pieces 12a and 12b are used as the connecting function members, but the invention is not limited to this. The connecting function member may be implemented in a shape other than the curved shape as long as it is watertightly meshed over the vertically long shape. Further, although the small hole 11 is illustrated and described as the communication structure in the above-described embodiment, the invention is not limited to this. Although not shown, a large hole can be provided in addition to or instead of the small hole 11 and can be selected according to the degree of pollution purification. further,
In the above-described embodiment, the well void 3 and the tubular body are illustrated and described on the assumption that they are substantially trapezoidal.
Other shapes such as those described in 040 can also be adopted, and will be selected according to the conditions such as the pumping function and the drainage function.

【0073】叙述した実施の形態はそれぞれ組み合わせ
て実施することが妨げないものである。
The embodiments described above do not hinder the combination of the embodiments.

【0074】[0074]

【発明の効果】以上のように、本発明に係る請求項1の
汚染土壌浄化用の井戸構造体は、汚染土壌区域付近の地
中に埋設されて縦長の井戸空隙を形成するとともに井戸
空隙には外部との連通構造を備える筒状体と、この筒状
体の側面から張出され他の構造体と水密的に連結可能な
連結機能部材とから構成することができ、連結機能部材
により側面方向での水密連結を得て止水壁を形成するこ
とができ、井戸機能を付与しつつ止水性能を向上させる
ことができる。
As described above, the well structure for purifying contaminated soil according to claim 1 of the present invention is buried in the ground in the vicinity of the contaminated soil area to form a vertically long well void and to form a well void. Can be composed of a tubular body having a structure for communicating with the outside, and a connecting functional member which is extended from the side surface of the tubular body and can be watertightly connected to another structural body. A watertight connection in a direction can be obtained to form a water blocking wall, and the water blocking performance can be improved while imparting a well function.

【0075】特に、既存生産品である矢板の利用で製造
コストが嵩まなくなるうえに、既存の矢板との水密的連
結を可能にできる。また、井戸空隙が区画されて、一方
を地下水流入室に形成でき、他方を地下水排出室に形成
でき、揚水機能と排水機能とを兼備させることができ
る。
In particular, the use of sheet piles, which is an existing product, does not increase the manufacturing cost, and water-tight connection with existing sheet piles can be made possible. In addition, the well cavity is divided,
Can be formed in the groundwater inflow chamber and the other in the groundwater discharge chamber
It has a pumping function and a draining function.
It

【0076】次に、本発明に係る請求項2の汚染土壌浄
化用の井戸構造体は、請求項1の効果を奏するうえに、
打ち込み用シューにより既存の矢板と同様に打ち込みに
より施工工事することができ、井戸構造体による止水壁
工事を簡素化することができる。
Next, the well structure for purifying contaminated soil according to claim 2 of the present invention has the effect of claim 1, and
With the driving shoe, the construction work can be performed by driving like the existing sheet pile, and the construction of the water blocking wall by the well structure can be simplified.

【0077】さらに、本発明に係る請求項の汚染土壌
浄化用の井戸構造体列は、所望の井戸機能を有する井戸
構造体を任意に組み合わせて連続する止水壁を形成する
ことができる。その際に、井戸構造体の連結機能部材が
一致すれば、矢板との組合せも選択可能であるから、地
下水の流れ方向や汚染度などに応じて井戸構造体列にお
ける井戸空隙と単なる止水壁とを組み合わせることがで
きる。
Furthermore, in the well structure row for purifying contaminated soil according to claim 9 of the present invention, a continuous water blocking wall can be formed by arbitrarily combining well structures having a desired well function. At that time, if the connection function members of the well structure are the same, the combination with the sheet pile can be selected.Therefore, the well voids in the well structure row and the simple water blocking wall can be selected according to the flow direction of groundwater and the degree of pollution. And can be combined.

【0078】さらに、本発明に係る請求項10の汚染土
壌浄化用の井戸構造体列は、連結機能部材を連結するこ
とで、所望の井戸機能を有する井戸構造体と他の構造体
とからなる止水壁を形成することができ、多用途の組み
合せを行える。
Furthermore, the well structure row for purifying contaminated soil according to claim 10 of the present invention is composed of a well structure having a desired well function and another structure by connecting the connecting function members. A water blocking wall can be formed, and a versatile combination can be performed.

【0079】さらにまた、本発明に係る請求項11の汚
染土壌浄化方法は、井戸構造体列の井戸空隙を利用する
ことで下流側から上流側への浄化循環水システムを確立
することができる。これによって、止水壁の構成で地下
水の自然の流れが堰止められたり流量が変更されたりす
るのを防止して、水理面での自然環境に影響を及ぼすこ
とをなくすることができる。
Furthermore, in the method for purifying contaminated soil according to the eleventh aspect of the present invention, the purification circulating water system from the downstream side to the upstream side can be established by utilizing the well voids of the well structure row. As a result, it is possible to prevent the natural flow of groundwater from being blocked or the flow rate of the groundwater to be changed by the construction of the water blocking wall, and to prevent the natural environment in terms of hydraulics from being affected.

【0080】さらにまた、本発明に係る請求項13の汚
染土壌浄化方法は、井戸構造体列の閉塞空間を利用する
ことで、汚染空気を汚染されていない空気と交換する浄
化循環空気システムを確立することができ、汚染された
空気の漏出を防ぐことができる。
Furthermore, the method for purifying contaminated soil according to a thirteenth aspect of the present invention establishes a purifying circulation air system for exchanging contaminated air with uncontaminated air by utilizing the closed space of the well structure row. It is possible to prevent leakage of polluted air.

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

【図1】 本発明に係る汚染土壌浄化用の井戸構造体の
実施の形態(1)を示す一部切断の斜視図である。
FIG. 1 is a partially cut perspective view showing an embodiment (1) of a well structure for cleaning contaminated soil according to the present invention.

【図2】 図1の拡大横断面図である。FIG. 2 is an enlarged cross-sectional view of FIG.

【図3】 本発明に係る汚染土壌浄化用の井戸構造体の
実施の形態(2)を示す要部斜視図である。
FIG. 3 is a perspective view of essential parts showing an embodiment (2) of a well structure for purifying contaminated soil according to the present invention.

【図4】 図3の拡大横断面図である。FIG. 4 is an enlarged cross-sectional view of FIG.

【図5】 本発明に係る汚染土壌浄化用の井戸構造体の
実施の形態(3)を示す拡大横断面である。
FIG. 5 is an enlarged cross-sectional view showing an embodiment (3) of a well structure for cleaning contaminated soil according to the present invention.

【図6】 本発明に係る汚染土壌浄化用の井戸構造体の
実施の形態(4)を示す拡大横断面である。
FIG. 6 is an enlarged cross-sectional view showing an embodiment (4) of a well structure for purifying contaminated soil according to the present invention.

【図7】 本発明に係る汚染土壌浄化用の井戸構造体の
実施の形態(5)を示す要部分解斜視図である。
FIG. 7 is an exploded perspective view of essential parts showing an embodiment (5) of a well structure for purifying contaminated soil according to the present invention.

【図8】 図7の拡大横断面図である。8 is an enlarged cross-sectional view of FIG.

【図9】 本発明に係る汚染土壌浄化用の井戸構造体例
の実施の形態(1)を示す横断面である。
FIG. 9 is a cross-sectional view showing an embodiment (1) of an example of a well structure for cleaning contaminated soil according to the present invention.

【図10】 本発明に係る汚染土壌浄化用の井戸構造体
例の実施の形態(2)を示す横断面である。
FIG. 10 is a cross-sectional view showing an embodiment (2) of an example of a well structure for cleaning contaminated soil according to the present invention.

【図11】 本発明に係る汚染土壌浄化方法の実施の形
態(1)を示す概略面である。
FIG. 11 is a schematic view showing an embodiment (1) of the method for purifying contaminated soil according to the present invention.

【図12】 本発明に係る汚染土壌浄化方法の実施の形
態(2)を示す概略面である。
FIG. 12 is a schematic view showing an embodiment (2) of the method for purifying contaminated soil according to the present invention.

【図13】 汚染された地下水の一般的な浄化技術を示
す断面図である。
FIG. 13 is a cross-sectional view showing a general purification technique for contaminated groundwater.

【符号の説明】[Explanation of symbols]

1 汚染土壌浄化用の井戸構造体 1A、1B、1N 汚染土壌浄化用の井戸構造体例 11 小孔 12 矢板 12a、12b 噛合片 12c 凸壁板部 13 当板 14 打ち込み用シュー 15 フィルタ 16 仕切板 17 フィルタ材 18 筒状の室 20 打込保護体 21 他の構造体 3、3a、3b 井戸空隙 40 空気 4 地下水 5 揚水ポンプ 6 浄化処理装置 A 汚染土壌区域 1 Well structure for cleaning contaminated soil 1A, 1B, 1N Example of well structure for purification of contaminated soil 11 small holes 12 sheet pile 12a, 12b meshing piece 12c Convex wall plate 13 current plate 14 Shoe for driving 15 filters 16 partition boards 17 Filter material 18 Cylindrical chamber 20 Drive protector 21 Other structures 3, 3a, 3b Well void 40 air 4 groundwater 5 pumping pump 6 Purification processing equipment A contaminated soil area

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E02D 5/03 B09B 3/00 B09B 5/00 B09C 1/04 B09C 1/10 ─────────────────────────────────────────────────── ─── Continuation of front page (58) Fields surveyed (Int.Cl. 7 , DB name) E02D 5/03 B09B 3/00 B09B 5/00 B09C 1/04 B09C 1/10

Claims (14)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 汚染土壌区域付近の地中に埋設されて縦
長の井戸空隙を形成するとともに井戸空隙には外部との
連通構造を備える筒状体と、この筒状体の側面から張出
され他の構造体と水密的に連結可能な連結機能部材とを
備える汚染土壌浄化用の井戸構造体であって、筒状体は
矢板の凸壁板部に当板を固着して連結機能部材との間に
下端部が閉塞されて形成され、連通構造として凸壁板
部、当板の少なくとも一方に連通孔が設けられ、矢板の
凸壁板部と当板とに仕切板が固着されて井戸空隙が複数
に区画され、区画された一室に地下水流入室が形成さ
れ、他室に地下水排出室が形成されている汚染土壌浄化
用の井戸構造体。
1. A tubular body which is buried in the ground near a contaminated soil area to form a vertically long well void and which has a structure for communicating with the outside in the well void, and which extends from the side surface of the tubular body. A well structure for purifying contaminated soil, comprising a connecting function member capable of being watertightly connected to another structure , wherein the tubular body is
Fix the plate to the convex wall plate of the sheet pile and connect it with the connecting functional member.
Formed by closing the lower end, it has a convex wall plate as a communication structure.
Communication holes are provided in at least one of
A partition plate is fixed to the convex wall plate and the contact plate to form multiple well voids.
The groundwater inflow chamber is formed in one of the divided rooms.
A well structure for purification of contaminated soil, in which a groundwater discharge chamber is formed in another room .
【請求項2】 汚染土壌区域付近の地中に埋設されて縦
長の井戸空隙を形成するとともに井戸空隙には外部への
連通構造を備える筒状体と、この筒状体の側面から張出
され他の構造体と水密的に連結可能な連結機能部材と、
上記筒状体の下端から下方に向けて突出され打ち込みに
より筒状体と連結機能部材とを地中に案内する打ち込み
用シューとを備える汚染土壌浄化用の井戸構造体であっ
て、筒状体は矢板の凸壁板部に当板を固着して連結機能
部材との間に下端部が閉塞されて形成され、連通構造と
して凸壁板部、当板の少なくとも一方に連通孔が設けら
れ、矢板の凸壁板部と当板とに仕切板が固着されて井戸
空隙が複数に区画され、区画された一室に地下水流入室
が形成され、他室に地下水排出室が形成されている汚染
土壌浄化用の井戸構造体
2. A cylindrical body which is buried in the ground in the vicinity of a contaminated soil area to form a vertically long well void and which has a communication structure to the outside in the well void, and overhangs from the side surface of the tubular body. A connection function member that can be watertightly connected to another structure,
Met well structure for contaminated soil remediation and a driving shoe for guiding the tubular member and the connecting function member by implantation protrudes downward from the lower end of the tubular body into the ground
The tubular body has a connecting function by fixing the plate to the convex wall plate of the sheet pile.
It is formed by closing the lower end between the member and the communication structure.
And at least one of the convex wall plate and the contact plate has a communication hole.
The partition plate is fixed to the convex wall plate part of the sheet pile and the contact plate.
Groundwater inflow chamber in one divided room
A pollutant is formed and a groundwater discharge chamber is formed in another room
Well structure for soil purification .
【請求項3】 汚染土壌区域付近の地中に埋設されて縦
長の井戸空隙を形成するとともに井戸空隙には外部との
連通構造を備える筒状体と、この筒状体の側面から張出
され他の構造体と水密的に連結可能な連結機能部材とを
備える汚染土壌浄化用の井戸構造体であって、筒状体は
矢板の凸壁板部に当板を固着して連結機能部材との間に
下端部が閉塞されて形成され、連通構造として凸壁板
部、当板の少なくとも一方に連通孔が設けられ、当板に
筒状の室が設けられ、矢板の凹壁板部への当板の固着に
より井戸空隙が複数に区画されると同時に筒状の室が形
成され、区画された一室に地下水流入室が形成され、他
室に地下水排出室が形成されている汚染土壌浄化用の井
戸構造体
3. Vertically embedded in the ground near the contaminated soil area.
While forming a long well cavity,
A cylindrical body with a communication structure and the side surface of this cylindrical body
And a connecting function member that can be watertightly connected to other structures
A well structure for purifying contaminated soil, which has a tubular body
Fix the plate to the convex wall plate of the sheet pile and connect it with the connecting functional member.
Formed by closing the lower end, it has a convex wall plate as a communication structure.
Communication holes are provided on at least one of the
A cylindrical chamber is provided for fixing the contact plate to the concave wall plate of the sheet pile.
The well chamber is divided into a plurality of well voids, and at the same time a cylindrical chamber is formed.
The groundwater inflow chamber is formed in one of the divided rooms
Well for cleaning contaminated soil with groundwater discharge chamber
Door structure .
【請求項4】 汚染土壌区域付近の地中に埋設されて縦
長の井戸空隙を形成するとともに井戸空隙には外部への
連通構造を備える筒状体と、この筒状体の側面から張出
され他の構造体と水密的に連結可能な連結機能部材と、
上記筒状体の下端から下方に向けて突出され打ち込みに
より筒状体と連結機能部材とを地中に案内する打ち込み
用シューとを備える汚染土壌浄化用の井戸構造体であっ
て、筒状体は矢板の凸壁板部に当板を固着して連結機能
部材との間に下端部が閉塞されて形成され、連通構造と
して凸壁板部、当板の少なくとも一方に連通孔が設けら
れ、当板に筒状の室が設けられ、矢板の凹壁板部への当
板の固着により井戸空隙が複数に区画されると同時に筒
状の室が形成され、区画された一室に地下水流入室が形
成され、他室に地下水排出室が形成されている汚染土壌
浄化用の井戸構造体。
4. Vertically embedded in the ground near the contaminated soil area.
A long well void is formed and
A cylindrical body with a communication structure and the side surface of this cylindrical body
A connection function member that can be watertightly connected to another structure,
It projects downward from the lower end of the cylindrical body and is used for driving.
Driving that guides the tubular body and the connecting function member into the ground
It is a well structure for purifying contaminated soil, which is equipped with
The tubular body has a connecting function by fixing the plate to the convex wall plate of the sheet pile.
It is formed by closing the lower end between the member and the communication structure.
And at least one of the convex wall plate and the contact plate has a communication hole.
The contact plate is provided with a cylindrical chamber, and the contact with the concave wall plate part of the sheet pile
At the same time the well gap is divided into multiple sections due to the fixation of the plates
-Shaped chamber is formed, and the groundwater inflow chamber is formed in one partitioned room.
Contaminated soil that has been formed and has a groundwater discharge chamber formed in another room
Well structure for purification.
【請求項5】 請求項1〜4のいずれか記載の汚染土壌
浄化用の井戸構造体において、連結機能部材が筒状体の
両側から一体に張出される噛合片であることを特徴とす
る汚染土壌浄化用の井戸構造体。
5. The well structure for purifying polluted soil according to claim 1, wherein the connecting functional member is a meshing piece integrally extended from both sides of the tubular body. Well structure for soil purification.
【請求項6】 請求項1〜5のいずれか記載の汚染土壌
浄化用の井戸構造体において、連通孔にフィルタを取付
けることを特徴とする汚染土壌浄化用の井戸構造体。
6. The well structure for purifying contaminated soil according to claim 1, wherein a filter is attached to the communication hole.
【請求項7】 請求項1〜5のいずれか記載の汚染土壌
浄化用の井戸構造体において、連通孔がフィルタである
ことを特徴とする汚染土壌浄化用の井戸構造体。
7. The well structure for purifying contaminated soil according to claim 1, wherein the communication hole is a filter.
【請求項8】 請求項又は記載の汚染土壌浄化用の
井戸構造体において、凹壁板部、当板の少なくとも一方
の連通孔の下部外側に打込保護体が突出されていること
を特徴とする汚染土壌浄化用の井戸構造体。
8. The well structure for purifying contaminated soil according to claim 6 or 7 , wherein the driving protector is projected outside the lower part of the communication hole of at least one of the concave wall plate portion and the contact plate. A well structure for cleaning contaminated soil.
【請求項9】 請求項1〜記載のいずれかの汚染土壌
浄化用の井戸構造体が相互に連結機能部材を水密的に連
結するか、あるいは請求項1〜記載のいずれかの汚染
土壌浄化用の井戸構造体と同様な連結機能部材を有する
矢板とが水密的に連結するかのいずれかの組合せが選択
され、選択された組合せが汚染土壌区域付近の地中に埋
設されて1又は複数の井戸空隙が列設される汚染土壌浄
化用の井戸構造体列。
9. claims 1-8 either well structure for contaminated soil remediation is watertight link the linking function member to each other according or claim 1 or contaminated soil 8, wherein A combination of water-tightly connecting the purification well structure and a sheet pile having the same connecting function member is selected, and the selected combination is buried in the ground near the contaminated soil area and 1 or A well structure row for cleaning contaminated soil in which multiple well voids are arranged.
【請求項10】 請求項1〜記載のいずれかの汚染土
壌浄化用の井戸構造体の連結機能部材と水密的に連結す
る他の構造体とが組合せられ、汚染土壌区域付近の地中
に埋設されて1又は複数の井戸空隙が列設される汚染土
壌浄化用の井戸構造体列。
10. A well-function connecting member for cleaning a contaminated soil according to any one of claims 1 to 8 is combined with another structure that is watertightly connected, and the well is connected to the ground near the contaminated soil area. A well structure row for purifying contaminated soil in which one or a plurality of well cavities are buried and lined up.
【請求項11】 請求項または10記載の汚染土壌浄
化用の井戸構造体列を、少なくとも汚染土壌区域におけ
る地下水の上流側と下流側とに設置し、下流側の井戸空
隙に流入した汚染された地下水を浄化して上流側の井戸
空隙に戻し、汚染土壌区域に注入して浄化循環水系を構
成する汚染土壌浄化方法。
11. The well structure row for contaminated soil purification according to claim 9 or 10 is installed at least on the upstream side and the downstream side of groundwater in the contaminated soil area, and the contaminated soil flows into the well cavity on the downstream side. A method for purifying contaminated soil, in which groundwater is purified and returned to the well cavity on the upstream side and injected into the contaminated soil area to form a purification circulating water system.
【請求項12】 請求項11記載の汚染土壌浄化方法に
おいて、上流側の井戸空隙に汚染土壌区域外から流入し
た汚染されていない地下水をバイパス路と下流側の井戸
空隙とを介して汚染土壌区域外に流すことを特徴とする
汚染土壌浄化方法。
12. The method for purifying contaminated soil according to claim 11 , wherein uncontaminated groundwater that has flowed into the well void on the upstream side from outside the contaminated soil region passes through the bypass passage and the well void on the downstream side. A method for purifying contaminated soil, characterized by flowing out.
【請求項13】 請求項又は10記載の汚染土壌浄化
用の井戸構造体列を、汚染土壌区域付近の地中に埋設し
て井戸空隙を形成し、汚染土壌区域を気密に囲むように
設置するとともに井戸構造体列で囲まれる平面を気密に
閉塞して、汚染されていない空気を注入して汚染された
空気を吸上げる浄化循環空気系を構成する汚染土壌浄化
方法。
13. The well structure row for contaminated soil purification according to claim 9 or 10 is buried in the ground near a contaminated soil area to form a well void, and the well structure row is installed so as to hermetically surround the contaminated soil area. A method for purifying polluted soil, which comprises a purifying circulating air system that airtightly closes a plane surrounded by a row of well structure bodies and sucks polluted air by injecting uncontaminated air.
【請求項14】 請求項13記載の汚染土壌浄化方法に
おいて、井戸構造体列の側面あるいは閉塞区域の地表面
から汚染されていない空気を注入し、空気を注入してい
ない井戸構造体列の井戸空隙を通して汚染された空気を
吸上げることを特徴とする汚染土壌浄化方法。
14. The contaminated soil purification method according to claim 13 , wherein uncontaminated air is injected from the side surface of the well structure row or the ground surface of the closed area, and the well is not injected into the well structure row. A method for cleaning polluted soil, which comprises sucking polluted air through a void.
JP2000023026A 2000-01-31 2000-01-31 Well structure and well structure row for contaminated soil purification, and contaminated soil purification method using the same Expired - Fee Related JP3535437B2 (en)

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