JP2005230710A - In situ insolubilization control apparatus and method for contaminated soil - Google Patents

In situ insolubilization control apparatus and method for contaminated soil Download PDF

Info

Publication number
JP2005230710A
JP2005230710A JP2004043823A JP2004043823A JP2005230710A JP 2005230710 A JP2005230710 A JP 2005230710A JP 2004043823 A JP2004043823 A JP 2004043823A JP 2004043823 A JP2004043823 A JP 2004043823A JP 2005230710 A JP2005230710 A JP 2005230710A
Authority
JP
Japan
Prior art keywords
contaminated soil
insolubilizing agent
insolubilization
monitoring sensor
stirring
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2004043823A
Other languages
Japanese (ja)
Other versions
JP4419596B2 (en
Inventor
Tetsumi Higasayama
徹巳 日笠山
Kenji Shibata
健司 柴田
Yoshio Kariya
好男 刈屋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Obayashi Corp
Original Assignee
Obayashi Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Obayashi Corp filed Critical Obayashi Corp
Priority to JP2004043823A priority Critical patent/JP4419596B2/en
Publication of JP2005230710A publication Critical patent/JP2005230710A/en
Application granted granted Critical
Publication of JP4419596B2 publication Critical patent/JP4419596B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Processing Of Solid Wastes (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To directly monitor in real time the condition that an insolubilizing agent is stirred and mixed with contaminated soil in a desired state. <P>SOLUTION: An in-situ insolubilization control apparatus 1 has a monitoring sensor 4 and a discharge pipe 5, which is a chemical discharge means for discharging the insolubilizing agent, installed in a trencher type ground improving machine 3, and has a monitor 6 for displaying measurement data acquired by the sensor 4. The base-end sides of the pipe 5 are connected in communication with a first reservoir tank 7 storing cement milk (solidifying material) as an insolubilizing agent and a second tank 8 storing a ferrous chloride water solution as the insolubilizing agent. A connection destination can be selectively switched. The tip end has a discharge port 10 formed for discharging the cement milk or the ferrous chloride water solution into the contaminated soil. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、重金属等の汚染物質で汚染された土壌を原位置にて不溶化する汚染土壌の原位置不溶化管理装置及び方法に関する。   The present invention relates to an in-situ insolubilization management apparatus and method for contaminated soil that insolubilizes soil contaminated with contaminants such as heavy metals in-situ.

工場跡地の土壌内には、トリクロロエチレンなどで代表される揮発性有機塩素化合物、燃料油や機械油、ダイオキシン類、あるいはカドミウム、鉛、銅、亜鉛、ニッケル、クロムなどの重金属といったさまざまな汚染物質が土壌に混入していることがある。   Various pollutants such as volatile organic chlorine compounds such as trichlorethylene, fuel oils and machine oils, dioxins, and heavy metals such as cadmium, lead, copper, zinc, nickel and chromium are found in the soil of the factory site. May be in the soil.

かかる汚染物質で汚染された汚染土をそのまま放置すると、該土に混入している汚染物質が周囲に拡散し、周辺住民の生活に支障を来すとともに、雨水によって土粒子から遊離した場合には、地下水等に混入して水質を汚濁させる原因ともなる。そのため、上述した汚染物質で汚染された土については、さまざまな方法を使って浄化又は不溶化しなければならない。   If the contaminated soil contaminated with such pollutants is left as it is, the contaminants mixed in the soil will diffuse to the surroundings, hindering the lives of the surrounding residents, and if it is released from the soil particles by rainwater In addition, it may cause contamination of groundwater by contaminating water quality. Therefore, the soil contaminated with the above-mentioned contaminants must be purified or insolubilized using various methods.

土壌内の汚染物質を原位置で不溶化処理する方法としては、例えば水平翼機械攪拌工法に用いる深層混合処理機や垂直連続混合攪拌工法に用いる浅層混合処理機といった軟弱地盤改良工法で使用する重機を用いて、汚染土壌内に不溶化剤を注入しながら攪拌混合する技術が知られている。   As a method of insolubilizing in-situ contaminants in the soil, heavy machinery used in soft ground improvement methods such as a deep layer processing machine used for horizontal blade mechanical stirring method and a shallow layer processing machine used for vertical continuous mixing stirring method, for example A technique of stirring and mixing while injecting an insolubilizing agent into contaminated soil is known.

特開2001-334135JP2001-334135 特開2002-018413JP 2002-018413 A

ここで、汚染物質の不溶化を確実ならしめるためには、不溶化剤を所望の領域に所望の量だけ注入する必要があるが、そのための不溶化剤注入の監視は、従来、汚染土壌を攪拌混合するための攪拌翼の羽根切り回数や貫入速度、あるいは薬剤や補助剤の吐出量といった指標から間接的に行うしかなく、監視方法としては精度面で改善の余地があった。   Here, in order to ensure the insolubilization of the pollutant, it is necessary to inject a desired amount of the insolubilizing agent into a desired region. For the monitoring of the insolubilizing agent injection, conventionally, the contaminated soil is stirred and mixed. For this reason, there is room for improvement in terms of accuracy as a monitoring method, since it can only be performed indirectly based on indicators such as the number of blades of the agitating blade, the penetration speed, or the discharge amount of the medicine or auxiliary agent.

また、不溶化剤としてセメント等の固化材を用いる場合、不溶化剤注入の効果を確認するには、固化材が攪拌混合された土粒子に混じって固化するのを待たねばならない。そのため、事後的にボーリング調査を行って不溶化処理の不具合が発見された場合には、固化した地盤に対する再攪拌・再注入といった改善が必要となり、結局、多大なコストと時間とを要するという問題も生じていた。   Further, when a solidifying material such as cement is used as the insolubilizing agent, in order to confirm the effect of the insolubilizing agent injection, it is necessary to wait for the solidifying material to mix with the agitated and mixed soil particles and solidify. Therefore, if a defect in the insolubilization treatment is discovered after conducting a boring survey afterwards, it is necessary to improve the re-stirring and re-injection of the solidified ground, resulting in the problem of enormous costs and time. It was happening.

本発明は、上述した事情を考慮してなされたもので、不溶化剤が所望の状態で汚染土壌と攪拌混合されていることをリアルタイムにかつ直接的に監視可能な汚染土壌の原位置不溶化管理装置及び方法を提供することを目的とする。   The present invention has been made in consideration of the above-described circumstances, and in situ insolubilization management apparatus for contaminated soil that can directly monitor insolubilizing agent in a desired state with stirring and mixing with contaminated soil in real time. And to provide a method.

上記目的を達成するため、本発明に係る汚染土壌の原位置不溶化管理装置は請求項1に記載したように、不溶化剤を吐出するための薬剤吐出手段を備えてなる土壌混合攪拌機と、監視用センサーと、該監視用センサーで得られた計測データを表示するモニターとからなり、前記土壌混合攪拌機を垂直連続混合攪拌式地盤改良機械とするとともに前記薬剤吐出手段を吐出口が先端に形成された吐出パイプで構成し、該吐出パイプ及び前記監視用センサーを前記垂直連続混合攪拌式地盤改良機械に内蔵し、前記監視用センサーを地盤の電気比抵抗、電気伝導度、pH及び温度のうち、少なくともいずれかを管理データとして計測可能に構成したものである。   In order to achieve the above object, the in-situ insolubilization management device for contaminated soil according to the present invention includes a soil mixing stirrer provided with a medicine discharge means for discharging an insolubilizing agent, and a monitoring device as described in claim 1. A sensor and a monitor for displaying the measurement data obtained by the monitoring sensor, wherein the soil mixing agitator is a vertical continuous mixing agitation type ground improvement machine, and the medicine discharge means is formed at the tip thereof It comprises a discharge pipe, the discharge pipe and the monitoring sensor are built in the vertical continuous mixing and stirring type ground improvement machine, and the monitoring sensor is at least one of the electrical resistivity, electrical conductivity, pH and temperature of the ground. Any one of them can be measured as management data.

また、本発明に係る汚染土壌の原位置不溶化管理装置は請求項2に記載したように、不溶化剤を吐出するための薬剤吐出手段を備えてなる土壌混合攪拌機と、監視用センサーと、該監視用センサーで得られた計測データを表示するモニターとからなり、前記土壌混合攪拌機を中空ロッド及びその周面に突設された攪拌翼で構成するとともに前記中空ロッドの先端に吐出口を形成して前記薬剤吐出手段とし、前記監視用センサーを前記中空ロッドの周面又は前記攪拌翼に設け、前記監視用センサーを地盤の電気比抵抗、電気伝導度、pH及び温度のうち、少なくともいずれかを管理データとして計測可能に構成したものである。   In addition, the in-situ insolubilization management device for contaminated soil according to the present invention includes a soil mixing stirrer provided with a medicine discharge means for discharging an insolubilizing agent, a monitoring sensor, and the monitoring device. The soil mixing stirrer is composed of a hollow rod and a stirring blade projecting from its peripheral surface, and a discharge port is formed at the tip of the hollow rod. The monitoring means is provided on the peripheral surface of the hollow rod or the stirring blade, and the monitoring sensor manages at least one of electrical resistivity, electrical conductivity, pH and temperature of the ground. The data can be measured.

また、本発明に係る汚染土壌の原位置不溶化管理方法は請求項3に記載したように、固化材を含み又は固化材と併用される不溶化剤を汚染土壌内に吐出しつつ該汚染土壌を攪拌混合し、前記汚染土壌のうち、攪拌混合された領域の電気比抵抗、電気伝導度、pH及び温度のうち、少なくともいずれかを攪拌混合中又は攪拌混合直後に管理データとして計測し、前記領域のうち、不溶化処理が不足する再処理領域を前記管理データを用いて特定し、次いで、特定された再処理領域に対し、該再処理領域が固化する前に前記不溶化剤の吐出及び攪拌混合を再度行うものである。   Moreover, the in-situ insolubilization management method for contaminated soil according to the present invention, as described in claim 3, stirs the contaminated soil while discharging the insolubilizing agent containing the solidifying material or used together with the solidifying material into the contaminated soil. Mixing and measuring at least one of the electrical resistivity, electrical conductivity, pH and temperature of the agitated and mixed area of the contaminated soil as management data during or immediately after agitation and mixing, Among them, the reprocessing area where the insolubilization process is insufficient is specified using the management data, and then the insolubilizing agent is discharged and stirred and mixed again before the reprocessing area is solidified with respect to the specified reprocessing area. Is what you do.

請求項1に係る汚染土壌の原位置不溶化管理装置においては、地盤の電気比抵抗、電気伝導度、pH及び温度のうち、少なくともいずれかを管理データとして計測可能に構成した監視用センサーと、不溶化剤を吐出するための薬剤吐出手段である吐出パイプとを垂直連続混合攪拌式地盤改良機械に内蔵してあり、吐出パイプを介して不溶化剤を汚染土壌に注入しつつ垂直連続混合攪拌式地盤改良機械で該汚染土壌を攪拌混合する。   In the in-situ insolubilization management device for contaminated soil according to claim 1, a monitoring sensor configured to be capable of measuring at least one of electrical resistivity, electrical conductivity, pH and temperature of the ground as management data, and insolubilization Dispensing pipe, which is a medicine discharge means for discharging agent, is built into the vertical continuous mixing and stirring type ground improvement machine, and vertical continuous mixing and stirring type ground improvement while insoluble agent is injected into the contaminated soil through the discharging pipe Stir and mix the contaminated soil with a machine.

ここで、攪拌混合中、監視用センサーから送られてくる計測データをモニターに表示する。   Here, during stirring and mixing, the measurement data sent from the monitoring sensor is displayed on the monitor.

このようにすると、不溶化剤の吐出及び攪拌混合をしている間、上述した管理データから不溶化処理の状況、主として不溶化剤の汚染土壌への浸透状況をリアルタイムに監視し把握することができるだけではなく、固化材を含む不溶化剤や不溶化剤とは別に固化材を併用した場合であっても、汚染土壌が未だ固化していないため、不溶化処理が不足すると判断される継続処理領域については、不溶化剤の種類や吐出量あるいは攪拌速度を変更することで引き続き不溶化処理を行うことができる。   In this way, while discharging the insolubilizing agent and stirring and mixing, it is possible not only to monitor and grasp the state of insolubilization treatment, mainly the infiltration of the insolubilizing agent into the contaminated soil in real time, from the management data described above. Even if a solidifying material is used together with an insolubilizing agent or an insolubilizing agent containing a solidifying material, since the contaminated soil has not yet solidified, the insolubilizing agent is judged to be insufficient for the continuous treatment area. The insolubilization treatment can be continued by changing the kind, discharge amount or stirring speed.

そのため、均一な不溶化処理が可能になるとともに、固化材を含む不溶化剤や不溶化剤とは別に固化材を併用した場合であっても、汚染土壌が固化した後の再度の不溶化剤吐出や攪拌混合を行う必要がなくなる。   Therefore, uniform insolubilization treatment becomes possible, and even when a solidifying material is used in combination with an insolubilizing agent or an insolubilizing agent containing the solidifying material, the insolubilizing agent is discharged again or mixed after the contaminated soil is solidified. There is no need to do.

なお、請求項1に係る発明は上述の記載でわかる通り、不溶化剤に固化材を含まない場合、不溶化剤に固化材を含む場合及び不溶化剤とは別に固化材を併用する場合のいずれにも適用することが可能であり、いずれの場合であっても、不溶化剤の吐出及び攪拌混合をしている間、管理データから不溶化処理の状況、主として不溶化剤の汚染土壌への浸透状況をリアルタイムに監視し把握することができることに違いはない。   In addition, as can be seen from the above description, the invention according to claim 1 includes any of the case where the solidifying material is not included in the insolubilizing agent, the case where the solidifying material is included in the insolubilizing agent, and the case where the solidifying material is used separately from the insolubilizing agent. In any case, while discharging the insolubilizing agent and stirring and mixing, the status of the insolubilization treatment, mainly the infiltration of the insolubilizing agent into the contaminated soil, is managed in real time from the management data. There is no difference in being able to monitor and understand.

ここで、不溶化剤に固化材を含まない場合としては、例えば汚染物質を酸化させることによって無害化を図る不溶化剤を使う場合であって不溶化剤の使用によって地盤の強度が低下しない場合が該当する。   Here, the case where the solidifying material is not included in the insolubilizer includes, for example, a case where an insolubilizing agent intended to be detoxified by oxidizing a pollutant is used, and the use of the insolubilizing agent does not reduce the strength of the ground. .

また、不溶化剤に固化材を含む場合とは、固化材の固化作用を利用して汚染物質の溶出を防止する場合が該当する。この場合、固化材は、不溶化が目的となる。   The case where the insolubilizing agent includes a solidifying material corresponds to the case where the solidifying action of the solidifying material is used to prevent the elution of contaminants. In this case, the solidification material is intended to be insolubilized.

また、不溶化剤とは別に固化材を併用する場合とは、不溶化剤の使用によって地盤の含水比が高くなり、固化材による地盤の強度改善が必要となる場合が該当する。この場合、固化材は、強度改善が目的となる。   Moreover, the case where a solidifying material is used in combination with the insolubilizing agent corresponds to the case where the water content ratio of the ground becomes high due to the use of the insolubilizing agent and the strength of the ground needs to be improved by the solidifying material. In this case, the purpose of the solidified material is to improve the strength.

不溶化剤は、セメント系固化材、石灰系固化材、ベントナイト、塩化第一鉄、塩化第二鉄、硫酸鉄など公知のものを採用すればよいが、汚染物質に合ったものを選択するのが望ましい。   As the insolubilizing agent, known ones such as cement-based solidified material, lime-based solidified material, bentonite, ferrous chloride, ferric chloride, and iron sulfate may be adopted. desirable.

請求項2に係る汚染土壌の原位置不溶化管理装置においては、地盤の電気比抵抗、電気伝導度、pH及び温度のうち、少なくともいずれかを管理データとして計測可能に構成した監視用センサーを、土壌混合攪拌機を構成する中空ロッドの周面又は攪拌翼に設けるとともに、中空ロッドを薬剤吐出手段としてあり、中空ロッドを介して不溶化剤を汚染土壌に注入しつつ攪拌翼で該汚染土壌を攪拌混合する。   In the in-situ insolubilization management device for contaminated soil according to claim 2, a monitoring sensor configured to be able to measure at least one of electrical resistivity, electrical conductivity, pH, and temperature of the ground as management data, Provided on the peripheral surface of the hollow rod constituting the mixing stirrer or the stirring blade, and the hollow rod is used as a medicine discharge means, and the contaminated soil is stirred and mixed with the stirring blade while insolubilizing agent is injected into the contaminated soil through the hollow rod. .

ここで、攪拌混合中、監視用センサーから送られてくる計測データをモニターに表示する。   Here, during stirring and mixing, the measurement data sent from the monitoring sensor is displayed on the monitor.

このようにすると、薬剤吐出及び攪拌混合をしている間、上述した管理データから不溶化処理の状況、主として不溶化剤の汚染土壌への浸透状況をリアルタイムに監視し把握することができるだけではなく、固化材を含む不溶化剤や不溶化剤とは別に固化材を併用した場合であっても、汚染土壌が未だ固化していないため、不溶化処理が不足すると判断される継続処理領域については、不溶化剤の種類や吐出量あるいは攪拌速度を変更することで引き続き不溶化処理を行うことができる。   This makes it possible not only to monitor and grasp the state of insolubilization treatment, mainly the state of penetration of the insolubilizing agent into the contaminated soil in real time from the above-mentioned management data while discharging and stirring and mixing the medicine. Even if a solidifying material is used in combination with an insolubilizing agent or an insolubilizing agent, the contaminated soil is not yet solidified, so the type of insolubilizing agent for the continuous treatment area that is judged to be insufficient for the insolubilizing treatment. Further, the insolubilization treatment can be performed by changing the discharge amount or the stirring speed.

そのため、均一な不溶化処理が可能になるとともに、固化材を含む不溶化剤や不溶化剤とは別に固化材を併用した場合であっても、汚染土壌が固化した後の再度の不溶化剤吐出や攪拌混合を行う必要がなくなる。   Therefore, uniform insolubilization treatment becomes possible, and even when a solidifying material is used in combination with an insolubilizing agent or an insolubilizing agent containing the solidifying material, the insolubilizing agent is discharged again or mixed after the contaminated soil is solidified. There is no need to do.

なお、請求項2に係る発明は請求項1と同様、不溶化剤に固化材を含まない場合、不溶化剤に固化材を含む場合及び不溶化剤とは別に固化材を併用する場合のいずれにも適用することが可能であり、それらに関する説明については、ここでは省略する。   The invention according to claim 2 is applicable to any of the case where the solidifying material is not included in the insolubilizing agent, the case where the solidifying material is included in the insolubilizing agent, and the case where the solidifying material is used separately from the insolubilizing agent, as in the case of the first aspect. The description about them is omitted here.

不溶化剤は、セメント系固化材、石灰系固化材、ベントナイト、塩化第一鉄、塩化第二鉄、硫酸鉄など公知のものを採用すればよいが、汚染物質に合ったものを選択するのが望ましい。   As the insolubilizing agent, known ones such as cement-based solidified material, lime-based solidified material, bentonite, ferrous chloride, ferric chloride, and iron sulfate may be adopted. desirable.

請求項3に係る汚染土壌の原位置不溶化管理方法においては、固化材を含み又は固化材と併用される不溶化剤を汚染土壌内に吐出しつつ該汚染土壌を攪拌混合する。   In the in-situ insolubilization management method for contaminated soil according to claim 3, the contaminated soil is stirred and mixed while discharging the insolubilizing agent containing the solidifying material or used in combination with the solidifying material into the contaminated soil.

次に、汚染土壌のうち、攪拌混合された領域の電気比抵抗、電気伝導度、pH及び温度のうち、少なくともいずれかを攪拌混合中又は攪拌混合直後に管理データとして計測する。   Next, at least any one of the electrical resistivity, electrical conductivity, pH, and temperature of the stirred and mixed region of the contaminated soil is measured as management data during or immediately after the stirring and mixing.

次に、かかる領域のうち、不溶化処理が不足する再処理領域を管理データを用いて特定する。   Next, among these areas, a reprocessing area where the insolubilization process is insufficient is specified using management data.

次に、特定された再処理領域に対し、該再処理領域が固化する前に不溶化剤の吐出及び攪拌混合を再度行う。   Next, the insolubilizing agent is discharged and stirred and mixed again for the specified reprocessing area before the reprocessing area is solidified.

このようにすると、管理データから不溶化処理の状況、主として不溶化剤の汚染土壌への浸透状況を監視し把握することができるのみならず、汚染土壌が未だ固化していないため、不溶化処理が不足すると判断される再処理領域については、不溶化剤の吐出及び攪拌混合を再度行うことができる。   In this way, it is possible not only to monitor and grasp the status of the insolubilization treatment from the management data, mainly the penetration status of the insolubilizing agent into the contaminated soil, but the insolubilization treatment is insufficient because the contaminated soil has not yet solidified. About the reprocessing area | region judged, discharge and stirring mixing of an insolubilizing agent can be performed again.

そのため、均一な不溶化処理が可能になるとともに、汚染土壌が固化した後の再度の薬剤吐出や攪拌混合を高いコストをかけて行う必要がなくなる。   Therefore, a uniform insolubilization process can be performed, and it is not necessary to perform high-cost re-discharge and stirring and mixing after the contaminated soil is solidified.

また、不溶化の状況を直接的に把握することができるため、不溶化処理を高い精度で行うことも可能となる。   In addition, since the insolubilization state can be directly grasped, the insolubilization process can be performed with high accuracy.

不溶化剤に固化材を含む場合とは、固化材の固化作用を利用して汚染物質の溶出を防止する場合が該当する。この場合、固化材は、不溶化が目的となる。   The case where the insolubilizing agent contains a solidifying material corresponds to the case where the solidifying action of the solidifying material is used to prevent the elution of contaminants. In this case, the solidification material is intended to be insolubilized.

また、不溶化剤とは別に固化材を併用する場合とは、不溶化剤の使用によって地盤の含水比が高くなり、固化材による地盤の強度改善が必要となる場合が該当する。この場合、固化材は、強度改善が目的となる。   Moreover, the case where a solidifying material is used in combination with the insolubilizing agent corresponds to the case where the water content ratio of the ground becomes high due to the use of the insolubilizing agent and the strength of the ground needs to be improved by the solidifying material. In this case, the purpose of the solidified material is to improve the strength.

以下、本発明に係る汚染土壌の原位置不溶化管理装置及び方法の実施の形態について、添付図面を参照して説明する。なお、従来技術と実質的に同一の部品等については同一の符号を付してその説明を省略する。   DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of an in-situ insolubilization management apparatus and method for contaminated soil according to the present invention will be described with reference to the accompanying drawings. Note that components that are substantially the same as those of the prior art are assigned the same reference numerals, and descriptions thereof are omitted.

(第1実施形態) (First embodiment)

図1は、本実施形態に係る汚染土壌の原位置不溶化管理装置を示した図である。本実施形態に係る汚染土壌の原位置不溶化管理装置1は、ベースマシンであるバックホウ(図示せず。図2中、符号2を参照)のアームの先端に土壌混合攪拌機である垂直連続混合攪拌式地盤改良機械としてのトレンチャー式地盤改良機械3を取り付け、該トレンチャー式地盤改良機械に監視用センサー4及び不溶化剤を吐出するための薬剤吐出手段としての吐出パイプ5を内蔵するとともに、監視用センサー4で得られた計測データをモニター6で表示するように構成してある。   FIG. 1 is a diagram showing an in-situ insolubilization management device for contaminated soil according to the present embodiment. In-situ insolubilization management device 1 for contaminated soil according to the present embodiment is a vertical continuous mixing and stirring type that is a soil mixing stirrer at the tip of an arm of a backhoe (not shown; refer to reference numeral 2 in FIG. 2) that is a base machine. A trencher type ground improvement machine 3 as a ground improvement machine is attached, and a monitoring sensor 4 and a discharge pipe 5 as a medicine discharge means for discharging an insolubilizing agent are incorporated in the trencher type ground improvement machine, and the monitoring sensor 4 The measurement data obtained in (1) is displayed on the monitor 6.

吐出パイプ5の基端側は、不溶化剤としてのセメントミルク(固化材)が貯留された第1の貯留タンク7と、同じく不溶化剤としての塩化第一鉄水溶液が貯留された第2の貯留タンク8とにそれぞれ連通接続してあり、連通先を選択的に切り替えることができるようになっているとともに、その先端には、セメントミルク又は塩化第一鉄水溶液を汚染土壌内に吐出するための吐出口10が形成してある。   The proximal end side of the discharge pipe 5 includes a first storage tank 7 in which cement milk (solidifying material) as an insolubilizer is stored, and a second storage tank in which an aqueous ferrous chloride solution as an insolubilizer is stored. 8 is connected to each other, and the communication destination can be selectively switched, and at the tip thereof is a discharge for discharging cement milk or ferrous chloride aqueous solution into the contaminated soil. An outlet 10 is formed.

第1の貯留タンク7や第2の貯留タンク8を吐出パイプ5に選択的に連通接続するには、例えば第1の貯留タンク7や第2の貯留タンク8からの供給ホースを吐出パイプ5の基端側に着脱自在に接続できるように構成しておけばよい。また、セメントミルクによる閉塞のおそれがないのであれば、第1の貯留タンク7や第2の貯留タンク8と吐出パイプ5との間に方向制御弁を介在させ、随時、供給側のタンクを切り替えるようにしてもかまわない。   In order to selectively connect the first storage tank 7 and the second storage tank 8 to the discharge pipe 5, for example, supply hoses from the first storage tank 7 and the second storage tank 8 are connected to the discharge pipe 5. What is necessary is just to comprise so that it can connect to the base end side so that attachment or detachment is possible. If there is no risk of clogging with cement milk, a directional control valve is interposed between the first storage tank 7 or the second storage tank 8 and the discharge pipe 5, and the supply-side tank is switched at any time. It doesn't matter if you do.

トレンチャー式地盤改良機械3は、上述した吐出パイプ5を介して不溶化剤を汚染土壌に吐出しながら、該汚染土壌を原位置にて攪拌混合できるようになっている。   The trencher type ground improvement machine 3 is configured to be able to stir and mix the contaminated soil in the original position while discharging the insolubilizing agent to the contaminated soil via the discharge pipe 5 described above.

監視用センサー4は、地盤の電気比抵抗を管理データとして計測可能に構成してある。なお、必要に応じて、監視用センサー4で計測された管理データを記憶する記憶媒体が内蔵されたコンピュータや、監視用センサー4を制御する制御装置を備えるのが望ましい。   The monitoring sensor 4 is configured to be able to measure the electrical resistivity of the ground as management data. If necessary, it is desirable to provide a computer with a built-in storage medium for storing management data measured by the monitoring sensor 4 and a control device for controlling the monitoring sensor 4.

本実施形態に係る汚染土壌の原位置不溶化管理装置1を用いて汚染土壌の不溶化処理を行うには図2に示すように、まず、吐出パイプ5を介して不溶化剤である塩化第一鉄水溶液及びセメントミルクを汚染土壌21に注入しつつ、トレンチャー式地盤改良機械3で該汚染土壌を攪拌混合する。   In order to perform insolubilization processing of contaminated soil using the in situ insolubilization management apparatus 1 for contaminated soil according to this embodiment, first, as shown in FIG. And the contaminated soil is stirred and mixed by the trencher type ground improvement machine 3 while injecting cement milk into the contaminated soil 21.

汚染土壌21とは、例えばカドミウム、鉛、銅、亜鉛、ニッケル、クロム等の重金属からなる汚染物質で汚染された土壌をいうが、汚染物質は、重金属に限定されるものではなく、溶出防止が必要な有害物質はすべて含まれる。   The contaminated soil 21 is soil contaminated with contaminants made of heavy metals such as cadmium, lead, copper, zinc, nickel, chromium, etc., but the contaminants are not limited to heavy metals and prevent elution. All necessary hazardous substances are included.

塩化第一鉄水溶液及びセメントミルクは、汚染土壌21に含まれている汚染物質の種類や濃度に応じて併用か単独かを適宜選択すればよく、汚染物質が単独であってセメントミルクで不溶化が可能である場合には、セメントミルクのみを注入しつつ、汚染土壌21を攪拌混合すればよいし、汚染物質が複数であって塩化第一鉄及びセメントミルクの二種類の不溶化剤による不溶化が適切な場合には、1パス目として塩化第一鉄水溶液を注入しながら汚染土壌21を攪拌混合し、次いで、2パス目として、1パス目に攪拌混合された領域をセメントミルクを注入しながら攪拌混合するようにすればよい。ここで、パスとは、一方向への攪拌混合を意味し、例えばバックホウ2から見て向こう側から手前側に沿って攪拌混合する工程を意味する。   The ferrous chloride aqueous solution and cement milk may be selected as appropriate depending on the type and concentration of the pollutant contained in the contaminated soil 21, and may be selected as appropriate. If possible, the contaminated soil 21 may be stirred and mixed while injecting only cement milk, and insolubilization with two types of insolubilizing agents, ferrous chloride and cement milk, is appropriate. In such a case, the contaminated soil 21 is agitated and mixed while injecting ferrous chloride aqueous solution as the first pass, and then the agitated and mixed region in the first pass is agitated while injecting cement milk as the second pass. What is necessary is just to make it mix. Here, the pass means stirring and mixing in one direction, for example, a step of stirring and mixing along the front side from the far side as seen from the backhoe 2.

ここで、攪拌混合中、監視用センサー4から送られてくる計測データをモニター6に表示し、該モニターに表示された管理データを見ながら、不溶化処理の状況、主として不溶化剤の汚染土壌21への浸透状況を監視する。   Here, during stirring and mixing, the measurement data sent from the monitoring sensor 4 is displayed on the monitor 6, and while looking at the management data displayed on the monitor, the state of the insolubilization treatment, mainly to the contaminated soil 21 of the insolubilizing agent. Monitor the penetration status.

そして、監視の結果、不溶化処理が不足すると判断される領域、いわば継続処理領域については、不溶化剤の種類や吐出量あるいは攪拌速度を変更することで引き続き不溶化処理を行う。   As a result of monitoring, in the area where the insolubilization process is judged to be insufficient, that is, the continuous process area, the insolubilization process is continuously performed by changing the type, discharge amount, or stirring speed of the insolubilizing agent.

以上説明したように、本実施形態に係る汚染土壌の原位置不溶化管理装置1によれば、不溶化剤の吐出及び攪拌混合をしている間、上述した管理データから不溶化処理の状況、主として不溶化剤の汚染土壌21への浸透状況をリアルタイムに監視し把握することができるのみならず、不溶化剤の一つである固化材を注入した汚染土壌21が未だ固化していないため、不溶化処理が不足すると判断される継続処理領域については、不溶化剤の種類や吐出量あるいは攪拌速度を変更することで引き続き不溶化処理を行うことができる。   As described above, according to the in-situ insolubilization management apparatus 1 for contaminated soil according to the present embodiment, the state of insolubilization treatment, mainly the insolubilizing agent, can be obtained from the management data described above while discharging and stirring and mixing the insolubilizing agent. In addition to being able to monitor and grasp the state of penetration of the soil into the contaminated soil 21 in real time, the contaminated soil 21 injected with the solidifying material that is one of the insolubilizing agents has not yet solidified, and therefore the insolubilization process is insufficient. About the continuation process area | region judged, the insolubilization process can be continuously performed by changing the kind of insolubilizing agent, the discharge amount, or the stirring speed.

そのため、均一な不溶化処理が可能になるとともに、汚染土壌が固化した後の不溶化剤の薬剤吐出や攪拌混合を高いコストをかけて行う必要がなくなる。   Therefore, a uniform insolubilization process can be performed, and it is not necessary to perform high-cost drug discharge and stirring and mixing of the insolubilizer after the contaminated soil is solidified.

また、不溶化の状況を直接的に把握することができるため、不溶化処理を高い精度で行うことも可能となる。   In addition, since the insolubilization state can be directly grasped, the insolubilization process can be performed with high accuracy.

本実施形態では、監視用センサー4を地盤の電気比抵抗が計測できるように構成したが、本発明の監視用センサーは、かかる構成に限定されるものではなく、地盤の電気比抵抗や電気伝導度、地盤のpH及び地盤の温度のうち、任意の組み合わせで計測できるように構成すれば足りる。例えば、地盤のpHのみあるいは地盤の温度のみを計測するようにしてもかまわないし、すべての指標を計測するようにしてもかまわないし、地盤の電気比抵抗及び地盤のpHを計測するようにしてもかまわない。   In the present embodiment, the monitoring sensor 4 is configured to measure the electrical resistivity of the ground, but the monitoring sensor of the present invention is not limited to such a configuration, and the electrical resistivity and electrical conductivity of the ground are not limited. It is sufficient to configure so that it can be measured in any combination among the degree, the pH of the ground, and the temperature of the ground. For example, only the pH of the ground or only the temperature of the ground may be measured, or all indicators may be measured, or the electrical resistivity of the ground and the pH of the ground may be measured. It doesn't matter.

また、本実施形態では特に言及しなかったが、不溶化を行う際、必要に応じてpH調整剤を適宜併用するようにしてもかまわない。   Further, although not particularly mentioned in the present embodiment, a pH adjuster may be appropriately used as necessary when insolubilization is performed.

(第2実施形態) (Second Embodiment)

図3は、第2実施形態に係る汚染土壌の原位置不溶化管理装置を示した図である。本実施形態に係る汚染土壌の原位置不溶化管理装置31は、中空ロッド32の周面に螺旋状の攪拌翼33を取り付けるとともに該中空ロッドの先端に掘削翼34を取り付けてなる土壌混合攪拌機としてのアースオーガ35と、該アースオーガの中空ロッド32の周面に設けられた監視用センサー4と、監視用センサー4で得られた計測データを表示するモニター6とから概ね構成してある。   FIG. 3 is a view showing an in-situ insolubilization management device for contaminated soil according to the second embodiment. The in-situ insolubilization management device 31 for contaminated soil according to the present embodiment is a soil mixing stirrer in which a spiral stirring blade 33 is attached to the peripheral surface of a hollow rod 32 and an excavation blade 34 is attached to the tip of the hollow rod. It is generally composed of an earth auger 35, a monitoring sensor 4 provided on the peripheral surface of the hollow rod 32 of the earth auger, and a monitor 6 for displaying measurement data obtained by the monitoring sensor 4.

アースオーガ35は、図示しない駆動機構を介して部材軸線廻り、すなわち中空ロッド32の材軸廻りに回転自在に構成してあり、汚染土壌21を攪拌混合するようになっている。なお、かかるアースオーガ35は、例えば軟弱地盤改良工事に使用されている攪拌混合機を転用することが可能である。   The earth auger 35 is configured to be rotatable around a member axis, that is, around a material axis of the hollow rod 32 via a drive mechanism (not shown), and is configured to stir and mix the contaminated soil 21. In addition, this earth auger 35 can divert the stirring mixer used for the soft ground improvement construction, for example.

ここで、アースオーガ35の中空ロッド32は二重管構造であって、該中空ロッド内には薬剤供給管38を同軸状に挿通してあり、薬剤供給管38の先端は吐出口36を形成してあるとともに、中空ロッド32の先端近傍に位置する周面には吐出口37を形成してある。すなわち、中空ロッド32、それに内挿された薬剤供給管38及び吐出口36,37は薬剤吐出手段を構成する。   Here, the hollow rod 32 of the earth auger 35 has a double tube structure, and a drug supply pipe 38 is coaxially inserted into the hollow rod, and the tip of the drug supply pipe 38 forms a discharge port 36. In addition, a discharge port 37 is formed on the peripheral surface located near the tip of the hollow rod 32. That is, the hollow rod 32, the medicine supply pipe 38 inserted therein and the discharge ports 36 and 37 constitute a medicine discharge means.

中空ロッド32の基端側は、不溶化剤としてのセメントミルク(固化材)が貯留された第1の貯留タンク7に連通接続してあり、薬剤供給管38の外面と中空ロッド32の内面との間に形成された空間を介して吐出口37からセメントミルクを吐出できるようになっている。また、薬剤供給管38の基端側は、不溶化剤としての塩化第一鉄水溶液が貯留された第2の貯留タンク8に連通接続してあり、薬剤供給管38を介して吐出口36から塩化第一鉄水溶液を吐出できるようになっている。   The proximal end side of the hollow rod 32 is connected in communication with the first storage tank 7 in which cement milk (solidifying material) as an insolubilizing agent is stored, and the outer surface of the drug supply pipe 38 and the inner surface of the hollow rod 32 are connected. Cement milk can be discharged from the discharge port 37 through a space formed therebetween. Further, the proximal end side of the medicine supply pipe 38 is connected in communication with the second storage tank 8 in which the ferrous chloride aqueous solution as an insolubilizing agent is stored, and is chlorinated from the discharge port 36 via the medicine supply pipe 38. A ferrous aqueous solution can be discharged.

アースオーガ35は、中空ロッド32と薬剤供給管38を介して、不溶化剤であるセメントミルクと塩化第一鉄水溶液を吐出口37、吐出口36からそれぞれ汚染土壌21に吐出しながら、該汚染土壌を原位置にて攪拌混合できるようになっている。   The earth auger 35 discharges cement milk and ferrous chloride aqueous solution, which are insolubilizing agents, from the discharge port 37 and the discharge port 36 to the contaminated soil 21 through the hollow rod 32 and the drug supply pipe 38, respectively. Can be stirred and mixed in-situ.

監視用センサー4は、地盤の電気比抵抗を管理データとして計測可能に構成してある。なお、必要に応じて、監視用センサー4で計測された管理データを記憶する記憶媒体が内蔵されたコンピュータや、監視用センサー4を制御する制御装置を備えるのが望ましい。   The monitoring sensor 4 is configured to be able to measure the electrical resistivity of the ground as management data. If necessary, it is desirable to provide a computer with a built-in storage medium for storing management data measured by the monitoring sensor 4 and a control device for controlling the monitoring sensor 4.

本実施形態に係る汚染土壌の原位置不溶化管理装置31を用いて汚染土壌の不溶化処理を行うには、まず、アースオーガ35を駆動して汚染土壌21を掘削する。   In order to insolubilize contaminated soil using the contaminated soil in-situ insolubilization management device 31 according to the present embodiment, first, the earth auger 35 is driven to excavate the contaminated soil 21.

次に、アースオーガ35を逆回転させて引き抜く際、吐出口36からは塩化第一鉄水溶液を、吐出口37からはセメントミルクをそれぞれ吐出して汚染土壌21に注入しながら、該汚染土壌を攪拌混合する。   Next, when the earth auger 35 is reversely rotated and pulled out, the ferrous chloride aqueous solution is discharged from the discharge port 36 and the cement milk is discharged from the discharge port 37 to be poured into the contaminated soil 21. Stir and mix.

塩化第一鉄水溶液及びセメントミルクは、汚染土壌21に含まれている汚染物質の種類や濃度に応じて併用か単独かを適宜選択すればよく、汚染物質が単独であってセメントミルクで不溶化が可能である場合には、セメントミルクのみを注入しつつ、汚染土壌21を攪拌混合すればよいし、汚染物質が複数であって塩化第一鉄及びセメントミルクの二種類の不溶化剤による不溶化が適切な場合には、塩化第一鉄水溶液を先行注入しつつ、セメントミルクをその後で注入しながら攪拌混合するようにすればよい。   The ferrous chloride aqueous solution and cement milk may be selected as appropriate depending on the type and concentration of the pollutant contained in the contaminated soil 21, and may be selected as appropriate. If possible, the contaminated soil 21 may be stirred and mixed while injecting only cement milk, and insolubilization with two types of insolubilizing agents, ferrous chloride and cement milk, is appropriate. In such a case, the aqueous ferrous chloride solution may be pre-injected, and the cement milk may be agitated and mixed while injecting thereafter.

但し、塩化第一鉄水溶液及びセメントミルクの供給は、アースオーガ35の動きとの関係でさまざまな組み合わせが考えられ、例えば一回目の貫入で塩化第一鉄水溶液を注入しながら攪拌混合し、反転後の引抜きでセメントミルクを注入しながら攪拌混合するようにしてもよいし、一回目の反転引抜きで塩化第一鉄水溶液を注入しながら攪拌混合し、二回目の反転後の引抜きでセメントミルクを注入しながら攪拌混合するようにしてもよい。セメントミルクを単独使用する場合も、貫入時に行うか、引抜き時に行うかは任意である。   However, various combinations of ferrous chloride aqueous solution and cement milk supply can be considered in relation to the movement of the earth auger 35, for example, stirring and mixing while injecting ferrous chloride aqueous solution at the first penetration, and inversion You may make it stir-mix while injecting cement milk in the subsequent drawing, or stir-mix while injecting ferrous chloride aqueous solution in the first reversing drawing, and the cement milk in the drawing after the second reversing. You may make it stir-mix while inject | pouring. Even when cement milk is used alone, it is optional whether it is performed at the time of penetration or at the time of drawing.

ここで、攪拌混合中、監視用センサー4から送られてくる計測データをモニター6に表示し、該モニターに表示された管理データを見ながら、不溶化処理の状況、主として不溶化剤の汚染土壌21への浸透状況を監視する。   Here, during stirring and mixing, the measurement data sent from the monitoring sensor 4 is displayed on the monitor 6, and while looking at the management data displayed on the monitor, the state of the insolubilization treatment, mainly to the contaminated soil 21 of the insolubilizing agent. Monitor the penetration status.

そして、監視の結果、不溶化処理が不足すると判断される領域、いわば継続処理領域については、不溶化剤の種類や吐出量あるいは攪拌速度を変更することで引き続き不溶化処理を行う。   As a result of monitoring, in the area where the insolubilization process is judged to be insufficient, that is, the continuous process area, the insolubilization process is continuously performed by changing the type, discharge amount, or stirring speed of the insolubilizing agent.

以上説明したように、本実施形態に係る汚染土壌の原位置不溶化管理装置31によれば、不溶化剤の吐出及び攪拌混合をしている間、上述した管理データから不溶化処理の状況、主として不溶化剤の汚染土壌21への浸透状況をリアルタイムに監視し把握することができるのみならず、不溶化剤を注入した汚染土壌21が未だ固化していないため、不溶化処理が不足すると判断される継続処理領域については、薬剤の種類や吐出量あるいは攪拌速度を変更することで引き続き不溶化処理を行うことができる。   As described above, according to the in-situ insolubilization management device 31 for contaminated soil according to the present embodiment, the state of insolubilization processing, mainly the insolubilizing agent, can be obtained from the management data described above while discharging and stirring and mixing the insolubilizing agent. In addition to being able to monitor and grasp the state of penetration of contaminated soil 21 in real time, since the contaminated soil 21 into which the insolubilizing agent has been injected has not yet solidified, the continuous processing region that is determined to lack insolubilization treatment Can continue the insolubilization treatment by changing the type, discharge amount or stirring speed of the drug.

そのため、均一な不溶化処理が可能になるとともに、汚染土壌が固化した後の再度の薬剤吐出や攪拌混合を高いコストをかけて行う必要がなくなる。   Therefore, a uniform insolubilization process can be performed, and it is not necessary to perform high-cost re-discharge and stirring and mixing after the contaminated soil is solidified.

また、不溶化の状況を直接的に把握することができるため、不溶化処理を高い精度で行うことも可能となる。   In addition, since the insolubilization state can be directly grasped, the insolubilization process can be performed with high accuracy.

本実施形態では、監視用センサー4を地盤の電気比抵抗が計測できるように構成したが、本発明の監視用センサーは、かかる構成に限定されるものではなく、地盤の電気比抵抗や電気伝導度、地盤のpH及び地盤の温度のうち、任意の組み合わせで計測できるように構成すれば足りる。例えば、地盤のpHのみあるいは地盤の温度のみを計測するようにしてもかまわないし、すべての指標を計測するようにしてもかまわないし、地盤の電気比抵抗及び地盤のpHを計測するようにしてもかまわない。   In the present embodiment, the monitoring sensor 4 is configured to measure the electrical resistivity of the ground, but the monitoring sensor of the present invention is not limited to such a configuration, and the electrical resistivity and electrical conductivity of the ground are not limited. It is sufficient to configure so that it can be measured in any combination among the degree, the pH of the ground, and the temperature of the ground. For example, only the pH of the ground or only the temperature of the ground may be measured, or all indicators may be measured, or the electrical resistivity of the ground and the pH of the ground may be measured. It doesn't matter.

また、本実施形態では、アースオーガ35の中空ロッド32を二重管構造とし、中空ロッド32、それに内挿された薬剤供給管38及び吐出口36,37で本発明の薬剤吐出手段を構成するようにしたが、かかる構成に代えて、中空ロッドを単管(一重管)で構成し、該単管に塩化第一鉄水溶液及びセメントミルクといった不溶化剤を第1実施形態と同様に、連通接続を適宜切り替えるように構成してもかまわない。   In the present embodiment, the hollow rod 32 of the earth auger 35 has a double tube structure, and the hollow rod 32, the drug supply pipe 38 inserted therein and the discharge ports 36 and 37 constitute the drug discharge means of the present invention. However, instead of such a configuration, the hollow rod is constituted by a single pipe (single pipe), and an insolubilizing agent such as ferrous chloride aqueous solution and cement milk is connected to the single pipe in the same manner as in the first embodiment. You may comprise so that it may switch suitably.

また、本実施形態では、監視用センサー4を中空ロッド32の周面に設けるようにしたが、これに代えて攪拌翼に設けるようにしてもよい。   In the present embodiment, the monitoring sensor 4 is provided on the peripheral surface of the hollow rod 32, but may be provided on the stirring blade instead.

また、本実施形態では特に言及しなかったが、不溶化を行う際、必要に応じてpH調整剤を適宜併用するようにしてもかまわない。   Further, although not particularly mentioned in the present embodiment, a pH adjuster may be appropriately used as necessary when insolubilization is performed.

(第3実施形態) (Third embodiment)

次に、第3実施形態について説明する。   Next, a third embodiment will be described.

本実施形態に係る汚染土壌の原位置不溶化管理方法においては、固化材を含み又は固化材と併用される不溶化剤を汚染土壌内に吐出しつつ該汚染土壌を攪拌混合する。   In the in-situ insolubilization management method for contaminated soil according to the present embodiment, the contaminated soil is stirred and mixed while discharging the insolubilizing agent containing the solidifying material or used in combination with the solidifying material into the contaminated soil.

ここで、不溶化剤に固化材を含む場合とは、固化材の固化作用を利用して汚染物質の溶出を防止する場合が該当する。この場合、固化材は、不溶化が目的となる。   Here, the case where the insolubilizing agent includes a solidifying material corresponds to the case where the elution of the pollutant is prevented by utilizing the solidifying action of the solidifying material. In this case, the solidification material is intended to be insolubilized.

また、不溶化剤とは別に固化材を併用する場合とは、不溶化剤の使用によって地盤の含水比が高くなり、固化材による地盤の強度改善が必要となる場合が該当する。この場合、固化材は、強度改善が目的となる。   Moreover, the case where a solidifying material is used in combination with the insolubilizing agent corresponds to the case where the water content ratio of the ground becomes high due to the use of the insolubilizing agent and the strength of the ground needs to be improved by the solidifying material. In this case, the purpose of the solidified material is to improve the strength.

かかる固化材としては、セメント系固化材、石灰系固化材等を採用することができる。   As such a solidifying material, a cement-based solidifying material, a lime-based solidifying material, or the like can be employed.

ここで、汚染土壌21のうち、攪拌混合された領域の地盤の電気比抵抗や電気伝導度、地盤のpH又は地盤の温度を計測して管理データとし、かかる管理データを見ながら、不溶化処理の状況、主として不溶化剤の汚染土壌21への浸透状況を監視する。   Here, in the contaminated soil 21, the electrical resistivity and electrical conductivity of the ground in the agitated and mixed area, the pH of the ground or the temperature of the ground are measured and used as management data. The situation, mainly the penetration state of the insolubilizing agent into the contaminated soil 21 is monitored.

ここで、管理データを計測する時期は、攪拌混合中又は攪拌混合直後とし、計測するための手段としては、地盤の電気比抵抗、地盤のpH又は地盤の温度を計測可能な計測専用装置を用いる。計測専用装置は、公知の装置から適宜選択すればよい。   Here, the timing for measuring the management data is during or immediately after the stirring and mixing, and as a means for the measurement, a dedicated measurement device capable of measuring the electrical resistivity of the ground, the pH of the ground or the temperature of the ground is used. . The measurement dedicated device may be appropriately selected from known devices.

次に、かかる領域のうち、不溶化処理が不足する領域を管理データを用いて再処理領域として特定し、次いで、特定された再処理領域に対し、該再処理領域が固化する前に、固化材を含み又は固化材と併用される不溶化剤の吐出及び攪拌混合を再度行う。   Next, among these areas, an area where the insolubilization process is insufficient is identified as a reprocessing area using management data, and then the solidified material is solidified before the reprocessing area is solidified with respect to the identified reprocessing area. The insoluble agent used in combination with the solidifying material is discharged and stirred and mixed again.

以上説明したように、本実施形態に係る汚染土壌の原位置不溶化管理方法によれば、管理データから不溶化処理の状況、主として不溶化剤の汚染土壌への浸透状況を監視し把握することができるのみならず、不溶化剤を注入した汚染土壌が未だ固化していないため、不溶化処理が不足すると判断される再処理領域については、固化材を含み又は固化材と併用される不溶化剤の吐出及び攪拌混合を再度行うことができる。   As described above, according to the in-situ insolubilization management method for contaminated soil according to the present embodiment, it is only possible to monitor and grasp the state of insolubilization processing, mainly the penetration state of the insolubilizing agent into the contaminated soil from the management data. In addition, because the contaminated soil into which the insolubilizing agent has been injected has not yet solidified, for the reprocessing area that is judged to lack insolubilizing treatment, discharge and stirring and mixing of the insolubilizing agent containing the solidifying material or used in combination with the solidifying material Can be done again.

そのため、均一な不溶化処理が可能になるとともに、汚染土壌が固化した後の再度の吐出や攪拌混合を高いコストをかけて行う必要がなくなる。   Therefore, a uniform insolubilization process can be performed, and it is not necessary to perform re-discharge and stirring / mixing after the contaminated soil is solidified at high cost.

また、不溶化の状況を直接的に把握することができるため、不溶化処理を高い精度で行うことも可能となる。   In addition, since the insolubilization state can be directly grasped, the insolubilization process can be performed with high accuracy.

また、本実施形態では特に言及しなかったが、不溶化を行う際、必要に応じてpH調整剤を適宜併用するようにしてもかまわない。   Further, although not particularly mentioned in the present embodiment, a pH adjuster may be appropriately used as necessary when insolubilization is performed.

第1実施形態に係る汚染土壌の原位置不溶化管理装置の概略図。Schematic of the in-situ insolubilization management device for contaminated soil according to the first embodiment. 第1実施形態に係る汚染土壌の原位置不溶化管理装置を用いて不溶化処理を行う様子を示した図。The figure which showed a mode that the insolubilization process was performed using the in-situ insolubilization management apparatus of the contaminated soil which concerns on 1st Embodiment. 第2実施形態に係る汚染土壌の原位置不溶化管理装置の概略図。Schematic of the in-situ insolubilization management apparatus of the contaminated soil which concerns on 2nd Embodiment.

符号の説明Explanation of symbols

1,31 汚染土壌の原位置不溶化管理装置
3 トレンチャー式地盤改良機械
(垂直連続混合攪拌式土壌混合攪拌機)
4 監視用センサー
5 吐出パイプ(薬剤吐出手段)
6 モニター
7 第1の貯留タンク
8 第2の貯留タンク
21 汚染土壌
32 中空ロッド(薬剤吐出手段)
33 攪拌翼
35 アースオーガ(土壌混合攪拌機)
36,37 吐出口(薬剤吐出手段)
38 薬剤供給管(薬剤吐出手段)
1,31 In-situ insolubilization management equipment for contaminated soil 3 Trencher type ground improvement machine
(Vertical continuous mixing stirring type soil mixing stirring machine)
4 Monitoring sensor 5 Discharge pipe (medicine discharge means)
6 Monitor 7 First storage tank 8 Second storage tank 21 Contaminated soil 32 Hollow rod (medicine discharge means)
33 Stirring blade 35 Earth auger (soil mixing stirrer)
36, 37 Discharge port (medicine discharge means)
38 Drug supply pipe (drug discharge means)

Claims (3)

不溶化剤を吐出するための薬剤吐出手段を備えてなる土壌混合攪拌機と、監視用センサーと、該監視用センサーで得られた計測データを表示するモニターとからなり、前記土壌混合攪拌機を垂直連続混合攪拌式地盤改良機械とするとともに前記薬剤吐出手段を吐出口が先端に形成された吐出パイプで構成し、該吐出パイプ及び前記監視用センサーを前記垂直連続混合攪拌式地盤改良機械に内蔵し、前記監視用センサーを地盤の電気比抵抗、電気伝導度、pH及び温度のうち、少なくともいずれかを管理データとして計測可能に構成したことを特徴とする汚染土壌の原位置不溶化管理装置。 A soil mixing stirrer provided with a medicine discharge means for discharging the insolubilizing agent, a monitoring sensor, and a monitor for displaying measurement data obtained by the monitoring sensor, the soil mixing stirrer being vertically continuous mixed It is a stirring type ground improvement machine and the medicine discharge means is constituted by a discharge pipe having a discharge port formed at the tip, and the discharge pipe and the monitoring sensor are incorporated in the vertical continuous mixing and stirring type ground improvement machine, An in-situ insolubilization management device for contaminated soil, wherein the monitoring sensor is configured to be capable of measuring at least one of electrical resistivity, electrical conductivity, pH, and temperature of the ground as management data. 不溶化剤を吐出するための薬剤吐出手段を備えてなる土壌混合攪拌機と、監視用センサーと、該監視用センサーで得られた計測データを表示するモニターとからなり、前記土壌混合攪拌機を中空ロッド及びその周面に突設された攪拌翼で構成するとともに前記中空ロッドの先端に吐出口を形成して前記薬剤吐出手段とし、前記監視用センサーを前記中空ロッドの周面又は前記攪拌翼に設け、前記監視用センサーを地盤の電気比抵抗、電気伝導度、pH及び温度のうち、少なくともいずれかを管理データとして計測可能に構成したことを特徴とする汚染土壌の原位置不溶化管理装置。 A soil mixing stirrer provided with a medicine discharge means for discharging the insolubilizing agent, a monitoring sensor, and a monitor for displaying measurement data obtained by the monitoring sensor, the soil mixing stirrer being a hollow rod and It comprises a stirring blade projecting on its peripheral surface and forms a discharge port at the tip of the hollow rod as the drug discharging means, and the monitoring sensor is provided on the peripheral surface of the hollow rod or the stirring blade, An in-situ insolubilization management apparatus for contaminated soil, wherein the monitoring sensor is configured to be able to measure at least one of electrical resistivity, electrical conductivity, pH and temperature of the ground as management data. 固化材を含み又は固化材と併用される不溶化剤を汚染土壌内に吐出しつつ該汚染土壌を攪拌混合し、前記汚染土壌のうち、攪拌混合された領域の電気比抵抗、電気伝導度、pH及び温度のうち、少なくともいずれかを攪拌混合中又は攪拌混合直後に管理データとして計測し、前記領域のうち、不溶化処理が不足する再処理領域を前記管理データを用いて特定し、次いで、特定された再処理領域に対し、該再処理領域が固化する前に前記不溶化剤の吐出及び攪拌混合を再度行うことを特徴とする汚染土壌の原位置不溶化管理方法。 Stirring and mixing the contaminated soil while discharging the insolubilizer containing the solidifying material or used together with the solidifying material into the contaminated soil, and the electrical resistivity, electrical conductivity, pH of the agitated and mixed region of the contaminated soil And at least one of temperature and temperature is measured as management data during or immediately after stirring and mixing, and a reprocessing area that lacks insolubilization treatment is identified using the management data, and then identified. An in-situ insolubilization management method for contaminated soil, wherein the insolubilizing agent is discharged and agitated and mixed again before the reprocessing region solidifies.
JP2004043823A 2004-02-20 2004-02-20 In-situ insolubilization management apparatus and method for contaminated soil Expired - Lifetime JP4419596B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004043823A JP4419596B2 (en) 2004-02-20 2004-02-20 In-situ insolubilization management apparatus and method for contaminated soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004043823A JP4419596B2 (en) 2004-02-20 2004-02-20 In-situ insolubilization management apparatus and method for contaminated soil

Publications (2)

Publication Number Publication Date
JP2005230710A true JP2005230710A (en) 2005-09-02
JP4419596B2 JP4419596B2 (en) 2010-02-24

Family

ID=35014208

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004043823A Expired - Lifetime JP4419596B2 (en) 2004-02-20 2004-02-20 In-situ insolubilization management apparatus and method for contaminated soil

Country Status (1)

Country Link
JP (1) JP4419596B2 (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007190482A (en) * 2006-01-18 2007-08-02 Tokyu Construction Co Ltd Apparatus and method for cleaning contaminated soil
JP2007289861A (en) * 2006-04-25 2007-11-08 Kec:Kk Soil cleaning method and pouring monitor used for this
JP2009057748A (en) * 2007-08-31 2009-03-19 Furoo Techno Kk Agitator for shallow ground improvement, shallow ground improver, shallow ground improvement system, construction method for improving shallow ground, and construction method for improving contaminated soil
JP2009275369A (en) * 2008-05-13 2009-11-26 Elf:Kk Soil improving machine
KR101410473B1 (en) * 2013-12-13 2014-06-23 코오롱워터앤에너지 주식회사 Monitoring system for in-situ underground agitation and soil washing method for complexly contaminated soil using the same
JP2015218524A (en) * 2014-05-20 2015-12-07 株式会社セリタ建設 Foundation improvement measurement apparatus
JP2017089159A (en) * 2015-11-05 2017-05-25 株式会社大林組 Electric specific resistance detector and quality management method for soil cement body
WO2018003889A1 (en) * 2016-06-28 2018-01-04 国立大学法人九州大学 Specific resistance detector using ground improvement blade

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007190482A (en) * 2006-01-18 2007-08-02 Tokyu Construction Co Ltd Apparatus and method for cleaning contaminated soil
JP4610013B2 (en) * 2006-01-18 2011-01-12 東急建設株式会社 Contaminated soil purification device and purification method
JP2007289861A (en) * 2006-04-25 2007-11-08 Kec:Kk Soil cleaning method and pouring monitor used for this
JP4621823B2 (en) * 2006-04-25 2011-01-26 株式会社桑原組 Soil purification method and injection monitor used therefor
JP2009057748A (en) * 2007-08-31 2009-03-19 Furoo Techno Kk Agitator for shallow ground improvement, shallow ground improver, shallow ground improvement system, construction method for improving shallow ground, and construction method for improving contaminated soil
JP2009275369A (en) * 2008-05-13 2009-11-26 Elf:Kk Soil improving machine
JP4478187B2 (en) * 2008-05-13 2010-06-09 株式会社エルフ Ground improvement machine
KR101410473B1 (en) * 2013-12-13 2014-06-23 코오롱워터앤에너지 주식회사 Monitoring system for in-situ underground agitation and soil washing method for complexly contaminated soil using the same
JP2015218524A (en) * 2014-05-20 2015-12-07 株式会社セリタ建設 Foundation improvement measurement apparatus
JP2017089159A (en) * 2015-11-05 2017-05-25 株式会社大林組 Electric specific resistance detector and quality management method for soil cement body
WO2018003889A1 (en) * 2016-06-28 2018-01-04 国立大学法人九州大学 Specific resistance detector using ground improvement blade

Also Published As

Publication number Publication date
JP4419596B2 (en) 2010-02-24

Similar Documents

Publication Publication Date Title
JP4478187B2 (en) Ground improvement machine
JP4419596B2 (en) In-situ insolubilization management apparatus and method for contaminated soil
JP2007308880A (en) Soil improving device and soil improving machine
JP2002018413A (en) Ground improving method for confining heavy metal- contaminated soil in present position
JP4042010B2 (en) Ground improvement body construction method and continuous wall construction method
JP2007016502A (en) Construction method of high performance impervious wall
JP4743888B2 (en) Acid soil neutralization method
JP2000073354A5 (en)
JP7007054B2 (en) How to build foundation piles in the ground including contaminated soil layer
KR101410473B1 (en) Monitoring system for in-situ underground agitation and soil washing method for complexly contaminated soil using the same
JP4205908B2 (en) Solidified product and method for forming cylindrical solidified product
KR102365075B1 (en) In-situ extension and agitation type soil purification device
JP3764081B2 (en) Construction method of continuous underground wall mixed with bentonite
JP2006219842A (en) Soil improving device and soil improving method
JP4141184B2 (en) In-situ purification method for contaminated groundwater
JPS60129322A (en) Method of treating ground polluted by noxious material to modify into innoxious
JP2020183677A (en) Ground improvement method and ground improvement device using hydraulic measurement
JP2008057254A (en) Soil improving apparatus
JP5020683B2 (en) Containment method for contaminated soil
JP5155930B2 (en) Underground wall excavator and impermeable wall construction method using the same
JP2004137670A (en) Construction method for foundation pile and apparatus for it
JP2014047482A (en) Ground improvement device, surplus soil discharge inhibitor of ground improvement device, and ground improvement method
JP2001311140A (en) Hazardous material treatment method
JP2002371544A (en) Method and device for kneading earth and solidifying material
JP4199152B2 (en) Impermeable wall

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20061208

RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20080325

RD04 Notification of resignation of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7424

Effective date: 20080401

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20090305

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090317

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090427

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20091110

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20091123

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

Free format text: PAYMENT UNTIL: 20121211

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4419596

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

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

Free format text: PAYMENT UNTIL: 20121211

Year of fee payment: 3

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

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

Free format text: PAYMENT UNTIL: 20121211

Year of fee payment: 3

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

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

Free format text: PAYMENT UNTIL: 20121211

Year of fee payment: 3

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

Free format text: PAYMENT UNTIL: 20131211

Year of fee payment: 4