JP2000237735A - Reclaimed ground treatment system - Google Patents

Reclaimed ground treatment system

Info

Publication number
JP2000237735A
JP2000237735A JP3819599A JP3819599A JP2000237735A JP 2000237735 A JP2000237735 A JP 2000237735A JP 3819599 A JP3819599 A JP 3819599A JP 3819599 A JP3819599 A JP 3819599A JP 2000237735 A JP2000237735 A JP 2000237735A
Authority
JP
Japan
Prior art keywords
landfill
neutralizing gas
carbon dioxide
neutralizing
gas
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
JP3819599A
Other languages
Japanese (ja)
Other versions
JP3562704B2 (en
Inventor
Hiroshi Kubo
博 久保
Takeshi Kawachi
武 川地
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 JP3819599A priority Critical patent/JP3562704B2/en
Publication of JP2000237735A publication Critical patent/JP2000237735A/en
Application granted granted Critical
Publication of JP3562704B2 publication Critical patent/JP3562704B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/30Landfill technologies aiming to mitigate methane emissions

Abstract

PROBLEM TO BE SOLVED: To rapidly start the use of the site of reclaimed ground in the case that alkaline components or acidic components leach from the reclaimed ground. SOLUTION: This reclaimed ground treatment device 1 is provided with a neutralizing gas tank 2 being a neutralizing gas feeding means for feeding neutralizing gas, an air intake pump 4 being an air intake means connected to the neutralizing gas tank, and a discharge pipe 3. Carbon dioxide (gaseous CO2) being the neutralizing gas is fed from the neutralizing gas tank 2, and also the fed carbon dioxide is forcibly fed to the discharge pipe 3 through the air intake pump 4. Many discharge holes 5 for discharging the neutralizing gas are formed in the discharge pipe 3 and are laid on the bottom surface of a storing space 11 of reclaiming material.

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、酸性若しくはアル
カリ性の埋立材からなる埋立地盤を処理するシステムに
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a system for treating a landfill board made of an acidic or alkaline landfill material.

【0002】[0002]

【従来の技術】埋立材を用いて埋立地盤を形成する際、
該埋立材が酸性あるいはアルカリ性を呈する材料である
と、酸性成分やアルカリ成分が雨水とともに地下水系に
流入するおそれがある。
2. Description of the Related Art When forming a landfill board using a landfill material,
If the landfill material is a material exhibiting acidity or alkalinity, an acidic component or an alkaline component may flow into the groundwater system together with rainwater.

【0003】そのため、埋立処分先が例えば産業廃棄物
処分場である場合には、処分場底面に遮水工を施した上
で該遮水工の底部に集排水構造を設け、該集排水構造に
集められた浸出水をポンプアップして中和処理し、しか
る後に放流することによって、埋立材からの浸出成分が
環境に拡散することがないよう配慮されている。
[0003] Therefore, when the landfill site is, for example, an industrial waste disposal site, a drainage structure is provided on the bottom of the disposal site, and a drainage / drainage structure is provided at the bottom of the drainage site. The leachate collected at the site is pumped up, neutralized, and then discharged to prevent the leachable components from the landfill material from diffusing into the environment.

【0004】一方、埋立作業が終了した跡地は貴重な土
地資源となるため、これを適切かつ有効に土地利用する
ことが望ましいが、跡地利用を図るにあたっては、埋立
地盤の沈下や強度、埋立材の組成やその変化、埋立材か
らの浸出水の質と量及びその変化などに十分な注意が必
要であることは言うまでもない。
[0004] On the other hand, the land where the landfill operation has been completed is a valuable land resource, and it is desirable to use the land appropriately and effectively. However, in order to use the land, the settlement and strength of the landfill, Needless to say, it is necessary to pay sufficient attention to the composition and change of the leachate, the quality and quantity of the leachate from the landfill material and the change thereof.

【0005】[0005]

【発明が解決しようとする課題】ここで、例えば火力発
電所から発生する石炭灰が埋立材である場合には、雨水
の浸透に伴って高アルカリの浸出水が発生する。そのた
め、埋立処分が完了した後も、浸出水のpHが所定の排
水基準、例えば5.8〜8.6をクリアするまで集排水
構造からのポンプアップ及び中和放流作業を長期間継続
せねばならず、跡地利用が遅れてしまう、あるいは実質
的に跡地利用が困難となるという問題を生じていた。
Here, for example, when coal ash generated from a thermal power plant is a landfill material, highly alkaline leachate is generated with the infiltration of rainwater. Therefore, even after the landfill disposal is completed, pump-up from the drainage system and neutralization discharge work must be continued for a long time until the pH of the leachate clears a predetermined drainage standard, for example, 5.8 to 8.6. However, there has been a problem that the use of the former site is delayed or the use of the former site becomes substantially difficult.

【0006】本発明は、上述した事情を考慮してなされ
たもので、埋立地盤からアルカリ成分や酸性成分が浸出
する場合においてその跡地利用を速やかに開始すること
が可能な埋立地盤の処理システムを提供することを目的
とする。
The present invention has been made in view of the above-mentioned circumstances, and provides a landfill disposal system capable of promptly starting to use a former site when an alkaline component or an acidic component leaches from the landfill. The purpose is to provide.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するた
め、本発明に係る埋立地盤の処理システムは請求項1に
記載したように、中和ガスを供給する中和ガス供給手段
と、該中和ガス供給手段に接続され前記中和ガスを埋立
材に供給する給気手段とを備えたものである。
To achieve the above object, a landfill disposal system according to the present invention comprises a neutralizing gas supply means for supplying a neutralizing gas, Air supply means connected to the sum gas supply means for supplying the neutralizing gas to the landfill material.

【0008】また、本発明に係る埋立地盤の処理システ
ムは、前記埋立材を石炭灰、前記中和ガスを二酸化炭素
としたものである。
Further, in the landfill disposal system according to the present invention, the landfill material is coal ash, and the neutralizing gas is carbon dioxide.

【0009】また、本発明に係る埋立地盤の処理システ
ムは、前記埋立材を通過した中和ガスを回収する集排気
手段を備えたものである。
Further, the landfill disposal system according to the present invention is provided with a collecting and exhausting means for collecting the neutralizing gas which has passed through the landfill material.

【0010】本発明に係る埋立地盤の処理システムにお
いては、中和ガス供給手段から供給された中和ガスを給
気手段を介して埋立材に給気する。
[0010] In the landfill disposal system according to the present invention, the landfill material is supplied with neutralizing gas supplied from the neutralizing gas supply means via the supply means.

【0011】このようにすると、給気された中和ガス
は、埋立材を通過する間に該埋立材を中和する。
With this configuration, the supplied neutralizing gas neutralizes the landfill material while passing through the landfill material.

【0012】埋立材としては、それ自体の作用であるい
は雨水の浸透に伴って該浸透雨水に連行される形でアル
カリ成分や酸性成分が滲出するすべてのものが対象とな
るとともに、中和ガスについては、埋立材のpHに応じ
て適宜選択すればよいが、埋立材を石炭灰、中和ガスを
二酸化炭素(炭酸ガス)としたならば、中和ガスを埋立
材に多量に供給したとしても、埋立材のpHが酸性側に
大きく移行することがないため、土壌酸性化による弊害
を未然に防止することができるとともに、余剰二酸化炭
素が大気中に放出されても環境上の懸念はほとんどない
ため、集排気手段を備える必要がなくなる。また、二酸
化炭素の酸性が比較的弱いため、石炭灰から鉄やアルミ
ニウムあるいは重金属が溶出する事態も未然に防止され
る。
As the landfill material, any material that oozes out an alkali component or an acidic component by itself or in the form of being entrained by the infiltrated rainwater with the infiltration of the rainwater can be used. May be appropriately selected according to the pH of the landfill material, but if the landfill material is coal ash and the neutralizing gas is carbon dioxide (carbon dioxide gas), even if a large amount of neutralizing gas is supplied to the landfill material, Since the pH of the landfill does not significantly shift to the acidic side, it is possible to prevent the adverse effects of soil acidification beforehand, and there is almost no environmental concern even if excess carbon dioxide is released into the atmosphere. Therefore, there is no need to provide a collection and exhaust unit. In addition, since the acidity of carbon dioxide is relatively weak, the state in which iron, aluminum, or heavy metals are eluted from coal ash is also prevented.

【0013】給気手段については、それらから噴出され
た中和ガスが埋立材を通過するのであれば、その位置や
形状あるいは配置形態をどのようにするかは任意である
が、該給気手段とともに前記埋立材を通過した中和ガス
を回収する集排気手段を併用するようにしたならば、給
気手段によるガス給気力と集排気手段によるガス引抜き
力との相乗作用により、中和ガスを土壌内でスムーズに
通過させることが可能となるとともに、集排気された中
和ガスや反応物質を必要に応じて処理し、しかる後に大
気に放出することができる。
With respect to the air supply means, if the neutralizing gas ejected therefrom passes through the landfill material, the position, shape or arrangement of the air supply means is arbitrary. If the collecting and exhausting means for recovering the neutralizing gas that has passed through the landfill material is used together, the neutralizing gas is synergized with the gas supply force by the gas supply means and the gas extraction force by the gas collecting and discharging means. In addition to allowing the gas to pass smoothly through the soil, the collected and exhausted neutralizing gas and reactant can be treated as necessary, and then released to the atmosphere.

【0014】なお、かかる集排気手段の構造や形状をは
じめ、給気手段との相対位置関係についても、それらの
間に埋立材が存在する限り任意であり、例えば有底多孔
管を埋立地盤に鉛直に多数埋設して給気手段及び集排気
手段とすることもできる。
The structure and shape of the collecting / exhausting means and the relative positional relationship with the air supply means are arbitrary as long as a landfill material exists between them. A large number can be buried vertically to provide air supply means and collection / exhaust means.

【0015】[0015]

【発明の実施の形態】以下、本発明に係る埋立地盤の処
理システム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。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a landfill board processing system according to an embodiment of the present invention. It is to be noted that the same reference numerals are given to components and the like that are substantially the same as those in the conventional technology, and description thereof is omitted.

【0016】図1は、本実施形態に係る埋立地盤の処理
システムを示した全体図である。同図でわかるように、
本実施形態に係る埋立地盤の処理システム1は、中和ガ
スを供給する中和ガス供給手段としての中和ガスタンク
2と、該中和ガスタンクに接続された給気手段としての
給気ポンプ4及び吐出管3とを備える。
FIG. 1 is an overall view showing a landfill board processing system according to this embodiment. As you can see in the figure,
The landfill disposal system 1 according to the present embodiment includes a neutralizing gas tank 2 as a neutralizing gas supply unit for supplying a neutralizing gas, an air supply pump 4 as an air supply unit connected to the neutralizing gas tank, and And a discharge pipe 3.

【0017】中和ガスタンク2からは中和ガスとしての
二酸化炭素(炭酸ガス)が供給されるようになっている
とともに、供給された二酸化炭素は、給気ポンプ4を介
して吐出管3に圧送されるようになっている。
Carbon dioxide (carbon dioxide) as a neutralizing gas is supplied from the neutralizing gas tank 2, and the supplied carbon dioxide is pressure-fed to the discharge pipe 3 via the air supply pump 4. It is supposed to be.

【0018】吐出管3には中和ガスを吐出するための吐
出孔5を多数形成してあり、埋立材の貯留空間11の底
面に敷設してある。かかる吐出管3は、例えば塩化ビニ
ル製の中空パイプで構成することができる。
A large number of discharge holes 5 for discharging the neutralizing gas are formed in the discharge pipe 3 and are laid on the bottom of the space 11 for storing the landfill material. The discharge pipe 3 can be formed of, for example, a hollow pipe made of vinyl chloride.

【0019】本実施形態に係る埋立地盤の処理システム
1を構築するには、図2に示すように、貯留空間11の
底面に施工された遮水工12の上に吐出管3を予め敷設
し、しかる後に埋立材である石炭灰13を埋め立てる。
In order to construct a landfill disposal system 1 according to the present embodiment, as shown in FIG. 2, a discharge pipe 3 is previously laid on a water shield 12 installed on the bottom of a storage space 11. Then, the coal ash 13 as a landfill material is landfilled.

【0020】ここで、遮水工12は、例えば鉄筋コンク
リート、防水シート等で適宜構成すればよい。また、吐
出管3は、その吐出孔5が上方を向くように敷設するの
がよい。
Here, the water shield 12 may be made of, for example, reinforced concrete, a waterproof sheet, or the like. Further, the discharge pipe 3 is preferably laid so that the discharge hole 5 faces upward.

【0021】このようにして処理システム1の構築が完
了したならば、中和ガスタンク2からの二酸化炭素を吐
出管3を介して埋立材である石炭灰13に供給する。
When the construction of the processing system 1 is completed in this way, carbon dioxide from the neutralizing gas tank 2 is supplied to the coal ash 13 as landfill material through the discharge pipe 3.

【0022】このようにすると、供給された二酸化炭素
は、石炭灰13を通過する間に石炭灰から溶出するカル
シウムイオン、ナトリウムイオン、カリウムイオンとい
ったアルカリ土類金属やアルカリ金属イオンといったア
ルカリ成分を中和し、しかる後に地表面から大気に放出
される。
In this way, the supplied carbon dioxide contains alkaline components such as alkaline earth metals such as calcium ions, sodium ions and potassium ions and alkali metal ions eluted from the coal ash while passing through the coal ash 13. Releases and then is released from the earth's surface to the atmosphere.

【0023】ここで、石炭灰13に多く含まれるカルシ
ウムイオンについては、二酸化炭素との反応によって炭
酸カルシウムとなり土中に残留するが、かかる炭酸カル
シウムは難溶性であるため、地下水系への拡散を懸念す
る必要はない。
Here, calcium ions contained in the coal ash 13 in large amounts become calcium carbonate by the reaction with carbon dioxide and remain in the soil. However, since such calcium carbonate is hardly soluble, it is difficult to diffuse into the groundwater system. No need to worry.

【0024】二酸化炭素を石炭灰13内に給気するにあ
たっては、該石炭灰のpH変化等を監視しながらその給
気速度を適宜調整するのがよい。また、二酸化炭素の給
気に伴う炭酸カルシウムの生成によって埋立地盤の透気
係数が低下するようであれば、給気圧等を適宜上昇させ
ればよい。
When supplying carbon dioxide into the coal ash 13, it is preferable to appropriately adjust the gas supply rate while monitoring the pH change and the like of the coal ash. In addition, if the permeability coefficient of the landfill site decreases due to the generation of calcium carbonate due to the supply of carbon dioxide, the supply pressure and the like may be appropriately increased.

【0025】次に、本実施形態に係る埋立地盤の処理シ
ステムによる作用効果を実験で確認したので、以下にそ
の概要を説明する。
Next, the operation and effect of the landfill disposal system according to the present embodiment have been confirmed by experiments, and the outline thereof will be described below.

【0026】まず、石炭灰1kgに対し、2.5リット
ルの水と30リットルの炭酸ガス(質量比で約6%)を
添加したところ、表1に示すようにpHが変化した。な
お、炭酸ガス無添加の場合のpHは12.6であった。
First, 2.5 liters of water and 30 liters of carbon dioxide gas (about 6% by mass) were added to 1 kg of coal ash, and the pH changed as shown in Table 1. The pH when no carbon dioxide was added was 12.6.

【0027】[0027]

【表1】 [Table 1]

【0028】同表でわかるように、pHは顕著に低下
し、明瞭な中和効果が認められた。また、排水基準であ
るpH5.8〜8.6も満足できた。
As can be seen from the table, the pH significantly decreased, and a clear neutralizing effect was observed. Further, pH 5.8 to 8.6, which is a drainage standard, was satisfied.

【0029】また、石炭灰1kgに対し、1リットルの
水と10リットルの炭酸ガス(質量比で約2%)を添加
したところ、1日後にはpHが7.5まで低下した。
When 1 liter of water and 10 liters of carbon dioxide (about 2% by mass) were added to 1 kg of coal ash, the pH dropped to 7.5 after one day.

【0030】以上説明したように、本実施形態に係る埋
立地盤の処理システム1によれば、供給された中和ガス
である二酸化炭素が埋立材である石炭灰13を通過する
間に該石炭灰から溶出するアルカリ成分を中和するの
で、石炭灰13からなる埋立地盤は、高アルカリ地盤か
ら中性地盤へと速やかに変化する。
As described above, according to the landfill disposal system 1 according to the present embodiment, the carbon dioxide as the supplied neutralizing gas passes through the coal ash 13 as a landfill material while the carbon ash is supplied. Since the alkaline component eluted from the soil is neutralized, the landfill made of coal ash 13 quickly changes from a highly alkaline ground to a neutral ground.

【0031】したがって、埋立地盤内の中性化を雨水浸
透に委ねていた従来に比べ、埋立作業完了後の跡地利用
を早期に開始することが可能となる。
Therefore, it is possible to start using the former land after the completion of the landfill work earlier than in the conventional case where the neutralization of the landfill is entrusted to rainwater infiltration.

【0032】また、本実施形態に係る埋立地盤の処理シ
ステム1によれば、石炭灰13を用いた埋立地盤を速や
かにかつ低コストで中性化させることができるので、火
力発電所から大量に発生する石炭灰を埋立地盤の埋立材
として積極的に有効利用することが可能となる。
Further, according to the landfill disposal system 1 according to the present embodiment, the landfill using coal ash 13 can be neutralized quickly and at low cost. The coal ash generated can be actively used as landfill material for landfill.

【0033】また、本実施形態に係る埋立地盤の処理シ
ステム1によれば、中和ガスを二酸化炭素としたので、
中和に必要な薬剤コストを低減することができるのみな
らず、埋立材である石炭灰13に多量に供給したとして
も、該埋立材のpHが酸性側に大きく移行することがな
い、具体的にはpHが約5.5以下になることはないの
で、土壌酸性化による弊害を未然に防止することができ
る。また、余剰二酸化炭素が大気中に放出されても環境
上の懸念がほとんどないため、集排気手段を備える必要
もない。また、二酸化炭素の酸性が比較的弱いため、石
炭灰13から鉄やアルミニウムあるいは重金属が溶出し
て地下水系に流入する事態も未然に防止することができ
る。
According to the landfill disposal system 1 according to this embodiment, the neutralizing gas is carbon dioxide.
Not only can the chemical cost required for neutralization be reduced, but even if a large amount is supplied to the coal ash 13 as a landfill, the pH of the landfill does not significantly shift to the acidic side. Since the pH does not fall below about 5.5, the adverse effects of soil acidification can be prevented. Further, even if the excess carbon dioxide is released into the atmosphere, there is almost no environmental concern, so there is no need to provide a collection and exhaust means. In addition, since the acidity of carbon dioxide is relatively weak, it is possible to prevent iron, aluminum or heavy metal from being eluted from the coal ash 13 and flowing into the groundwater system.

【0034】また、本実施形態に係る埋立地盤の処理シ
ステム1によれば、二酸化炭素が石炭灰13中のカルシ
ウムイオンと反応して炭酸カルシウムを生成するが、か
かる炭酸カルシウムは、難溶性ゆえ地下水系に流入する
おそれはないし、地盤の土粒子間隙に形成されることに
よって、埋立地盤の透水係数低減及び強度増大にも寄与
する。
Further, according to the landfill disposal system 1 according to the present embodiment, carbon dioxide reacts with calcium ions in the coal ash 13 to produce calcium carbonate. There is no danger of inflow into the system, and the formation in the soil particle gap of the ground contributes to a reduction in the permeability coefficient and an increase in strength of the landfill.

【0035】本実施形態では、石炭灰13内に給気され
た二酸化炭素については、地表面から自然放出させるよ
うにしたが、図3に示すように、給気手段としての給気
ポンプ42a及び有底多孔管41aと、集排気手段とし
ての有底多孔管41b及び排気ポンプ42bとを対向位
置にて石炭灰13からなる埋立地盤に鉛直に多数埋設す
るようにしてもよい。
In the present embodiment, the carbon dioxide supplied into the coal ash 13 is naturally released from the ground surface. However, as shown in FIG. A large number of the bottomed porous tube 41a, the bottomed porous tube 41b as the collecting and exhausting means, and the exhaust pump 42b may be vertically buried in the landfill made of coal ash 13 at opposing positions.

【0036】かかる構成によれば、給気手段によるガス
給気力と集排気手段によるガス引抜き力との相乗作用に
より、中和ガスである二酸化炭素を石炭灰13内でスム
ーズに通過させることが可能となる。
According to this configuration, carbon dioxide, which is a neutralizing gas, can be smoothly passed through the coal ash 13 by the synergistic effect of the gas supply force of the gas supply means and the gas extraction force of the gas collection and exhaust means. Becomes

【0037】また、本実施形態では、石炭灰13を中和
させる中和ガスとして二酸化炭素を採用したが、中和能
力があって常温程度で気化し得るのであれば、どのよう
な薬剤を用いてもよい。
In this embodiment, carbon dioxide is used as a neutralizing gas for neutralizing the coal ash 13. However, any chemical may be used as long as it has a neutralizing ability and can be vaporized at about room temperature. You may.

【0038】また、本実施形態では、アルカリ性の埋立
材である石炭灰を酸性の中和ガスで中和させる例を示し
たが、酸性の埋立材をアルカリ性の中和ガスで中和する
構成としてもよいことは言うまでもない。
In the present embodiment, an example has been shown in which coal ash, which is an alkaline landfill, is neutralized with an acidic neutralizing gas. Needless to say, it is good.

【0039】また、本実施形態では、山間部等に設置さ
れた廃棄物処分場に本発明を適用することを前提とした
が、立地条件はもちろん、そもそも廃棄物処分場に限定
されるものではなく、例えば海岸沿いや沖合に構築され
る埋立地盤に適用してもよいことは言うまでもない。
In the present embodiment, it is assumed that the present invention is applied to a waste disposal site installed in a mountainous area or the like. However, the present invention is not limited to the location conditions and is not limited to the waste disposal site in the first place. However, it goes without saying that the present invention may be applied to landfill sites constructed along the coast or offshore.

【0040】[0040]

【発明の効果】以上述べたように、請求項1に係る本発
明の埋立地盤の処理システムによれば、埋立地盤は、ア
ルカリ地盤あるいは酸性地盤から中性地盤へと速やかに
変化する。したがって、埋立地盤内の中性化を雨水浸透
に委ねていた従来に比べ、埋立作業完了後の跡地利用を
早期に開始することが可能となる。
As described above, according to the landfill disposal system according to the first aspect of the present invention, the landfill quickly changes from an alkaline or acidic ground to a neutral ground. Therefore, the use of the site after the completion of the landfill work can be started earlier as compared with the conventional method in which the neutralization of the landfill is entrusted to rainwater infiltration.

【0041】また、請求項2に係る本発明の埋立地盤の
処理システムによれば、火力発電所から発生する石炭灰
を用いた埋立地盤を低コストかつ速やかに中性化させる
ことができるのをはじめ、中和ガスである二酸化炭素を
埋立材に多量に供給したとしても、埋立材のpHが酸性
側に大きく移行することがないため、土壌酸性化による
弊害を未然に防止することができる。また、余剰二酸化
炭素が大気中に放出されても環境上の懸念はほとんどな
いため、集排気手段を備える必要がなくなるとともに、
二酸化炭素の酸性が比較的弱いことにより、石炭灰から
鉄やアルミニウムあるいは重金属が溶出する事態も未然
に防止されるという効果も奏する。
Further, according to the landfill disposal system of the present invention, the landfill using coal ash generated from the thermal power plant can be neutralized quickly and at low cost. First, even if a large amount of carbon dioxide, which is a neutralizing gas, is supplied to the landfill, the pH of the landfill does not significantly shift to the acidic side, so that adverse effects due to soil acidification can be prevented. In addition, there is almost no environmental concern even if surplus carbon dioxide is released into the atmosphere, so there is no need to provide collection and exhaust means.
Since the acidity of carbon dioxide is relatively weak, there is also an effect that elution of iron, aluminum or heavy metal from coal ash is prevented beforehand.

【0042】また、請求項3に係る本発明の埋立地盤の
処理システムによれば、給気手段によるガス給気力と集
排気手段によるガス引抜き力との相乗作用により、中和
ガスを土壌内でスムーズに通過させることが可能となる
とともに、集排気された中和ガスや反応物質をいったん
処理して環境に影響のない状態で大気に放出することが
できるという効果も奏する。
According to the third aspect of the present invention, the neutralizing gas is removed from the soil by the synergistic action of the gas supply force of the gas supply means and the gas extraction force of the gas collection and exhaust means. In addition to allowing the gas to pass smoothly, the neutralized gas and reactant collected and exhausted are once processed and released to the atmosphere without affecting the environment.

【0043】[0043]

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

【図1】本実施形態に係る埋立地盤の処理システムを示
した全体図。
FIG. 1 is an overall view showing a landfill board processing system according to an embodiment.

【図2】本実施形態に係る埋立地盤の処理システムにお
ける作用を示した断面図。
FIG. 2 is a sectional view showing the operation of the landfill board processing system according to the embodiment.

【図3】変形例に係る埋立地盤の処理システムの断面
図。
FIG. 3 is a sectional view of a landfill board processing system according to a modification.

【符号の説明】[Explanation of symbols]

1 埋立地盤の処理システム 2 中和ガスタンク(中和ガ
ス供給手段) 3 吐出管(給気手段) 4 給気ポンプ(給気手段) 13 石炭灰(埋立材) 11 貯留空間 41a 有底多孔管(給気手段) 42a 給気ポンプ(給気手段) 41b 有底多孔管(集排気手
段) 42b 排気ポンプ(集排気手
段)
DESCRIPTION OF REFERENCE NUMERALS 1 Landfill disposal system 2 Neutralizing gas tank (neutralizing gas supply means) 3 Discharge pipe (air supply means) 4 Air supply pump (air supply means) 13 Coal ash (landfill material) 11 Storage space 41a Bottomed porous pipe ( Air supply means) 42a Air supply pump (air supply means) 41b Perforated pipe with bottom (collection / exhaust means) 42b Exhaust pump (collection / exhaust means)

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 中和ガスを供給する中和ガス供給手段
と、該中和ガス供給手段に接続され前記中和ガスを埋立
材に供給する給気手段とを備えたことを特徴とする埋立
地盤の処理システム。
1. A landfill comprising a neutralizing gas supply means for supplying a neutralizing gas, and an air supply means connected to the neutralizing gas supply means for supplying the neutralizing gas to a landfill material. Ground treatment system.
【請求項2】 前記埋立材を石炭灰、前記中和ガスを二
酸化炭素とした請求項1記載の埋立地盤の処理システ
ム。
2. The landfill disposal system according to claim 1, wherein said landfill material is coal ash, and said neutralizing gas is carbon dioxide.
【請求項3】 前記埋立材を通過した中和ガスを回収す
る集排気手段を備えた請求項1記載の埋立地盤の処理シ
ステム。
3. The landfill disposal system according to claim 1, further comprising a collection / exhaust means for collecting neutralized gas passing through the landfill material.
JP3819599A 1999-02-17 1999-02-17 Landfill disposal system Expired - Fee Related JP3562704B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3819599A JP3562704B2 (en) 1999-02-17 1999-02-17 Landfill disposal system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3819599A JP3562704B2 (en) 1999-02-17 1999-02-17 Landfill disposal system

Publications (2)

Publication Number Publication Date
JP2000237735A true JP2000237735A (en) 2000-09-05
JP3562704B2 JP3562704B2 (en) 2004-09-08

Family

ID=12518588

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
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Cited By (5)

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Publication number Priority date Publication date Assignee Title
JP2016036747A (en) * 2014-08-05 2016-03-22 株式会社大林組 Groundwater neutralization method and groundwater neutralization system
JP2019166504A (en) * 2018-03-26 2019-10-03 五洋建設株式会社 Stabilization method of existing management-type waste disposal site
JP2020025925A (en) * 2018-08-10 2020-02-20 五洋建設株式会社 Landfill method of waste disposal site
JP2020199459A (en) * 2019-06-10 2020-12-17 大成建設株式会社 Method for purifying acidic groundwater
JP2021030178A (en) * 2019-08-28 2021-03-01 五洋建設株式会社 Method of stabilizing waste disposal site

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016036747A (en) * 2014-08-05 2016-03-22 株式会社大林組 Groundwater neutralization method and groundwater neutralization system
JP2019166504A (en) * 2018-03-26 2019-10-03 五洋建設株式会社 Stabilization method of existing management-type waste disposal site
JP7064359B2 (en) 2018-03-26 2022-05-10 五洋建設株式会社 How to stabilize the existing managed waste disposal site
JP2020025925A (en) * 2018-08-10 2020-02-20 五洋建設株式会社 Landfill method of waste disposal site
JP7075310B2 (en) 2018-08-10 2022-05-25 五洋建設株式会社 Landfill method for waste disposal site
JP2020199459A (en) * 2019-06-10 2020-12-17 大成建設株式会社 Method for purifying acidic groundwater
JP7299075B2 (en) 2019-06-10 2023-06-27 大成建設株式会社 Method for purifying acidic groundwater
JP2021030178A (en) * 2019-08-28 2021-03-01 五洋建設株式会社 Method of stabilizing waste disposal site
JP7249245B2 (en) 2019-08-28 2023-03-30 五洋建設株式会社 Waste landfill stabilization method

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