JP2000237712A - Treatment of coal ash - Google Patents

Treatment of coal ash

Info

Publication number
JP2000237712A
JP2000237712A JP11038259A JP3825999A JP2000237712A JP 2000237712 A JP2000237712 A JP 2000237712A JP 11038259 A JP11038259 A JP 11038259A JP 3825999 A JP3825999 A JP 3825999A JP 2000237712 A JP2000237712 A JP 2000237712A
Authority
JP
Japan
Prior art keywords
coal ash
alkali
carbon dioxide
neutralizing agent
landfill
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
JP11038259A
Other languages
Japanese (ja)
Other versions
JP3562705B2 (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 JP03825999A priority Critical patent/JP3562705B2/en
Publication of JP2000237712A publication Critical patent/JP2000237712A/en
Application granted granted Critical
Publication of JP3562705B2 publication Critical patent/JP3562705B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P40/00Technologies relating to the processing of minerals
    • Y02P40/10Production of cement, e.g. improving or optimising the production methods; Cement grinding

Abstract

PROBLEM TO BE SOLVED: To rapidly divert coal ash generated in a large quantity from a thermal electric power plant or the like by adding and mixing an alkali neutralizing agent to the coat ash to manufacture a civil engineering and construction material such as a land-filling material a roadbed material, a banking material, a back filling material, a vegetation base material. SOLUTION: In the case of treating a large quantity of the coal ash 2 generated from the thermal electric power plant, the coal ash 2 is transported by a belt conveyer 1 and charged into a line mixer 3 and at the same time, gaseous carbon dioxide supplied from a neutralizing agent tank 4 as the alkali neutralizing agent is charged into the line mixer 3. Alkali earth metals or alkali components eluted from the coal ash 2 are neutralized by the gaseous carbon dioxide. If the neutralization reaction is insufficient with only stirring and mixing, the coal ash 2 is once taken out and charged into an aging vessel 6 to perform the neutralization reaction. The coal ash 2 after taken out from the line mixer 3 or the aging vessel 6 is used as the civil engineering and construction material 7 mentioned above.

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、火力発電所等から
多量に発生する石炭灰を処理する方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for treating a large amount of coal ash generated from a thermal power plant or the like.

【0002】[0002]

【従来の技術】火力発電所から多量に発生する石炭灰
は、埋立材として使用されるほか、路床材、盛土材、埋
め戻し材、裏込め材などにも転用の可能性が検討されて
いるが、かかる石炭灰を例えば埋立材として使用した場
合、雨水の浸透に伴って高アルカリの滲出水が発生し、
そのまま放置すれば、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 Coal ash generated in large quantities from thermal power plants is used not only as landfill material, but also as a possibility of being diverted to roadbed material, embankment material, backfill material, backfill material, etc. However, when such coal ash is used, for example, as a landfill material, highly alkaline seepage water is generated with the infiltration of rainwater,
If left as it is, the 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
処分場であれば、埋立処分が完了した後も、石炭灰から
の滲出水を処分場底面に敷設された集排水構造に集める
とともに、その滲出水のpHが所定の排水基準、例えば
5.8〜8.6をクリアするまで滲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で埋立材から
の滲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, if the landfill site is, for example, an industrial waste disposal site, even after the landfill disposal is completed, the leachate from the coal ash is collected in the collection and drainage structure laid on the bottom of the disposal site, and the leachate is collected. The exuded water is pumped up and neutralized until the pH of the water clears a predetermined drainage standard, for example, 5.8 to 8.6, and the exuded component from the landfill material diffuses into the environment by being discharged after that. Care has been taken to ensure that they do not.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、かかる
作業は長期間に及ぶことが多く、そのために貴重な土地
資源である埋立地の跡地利用が遅れ、若しくは実質的に
跡地利用が困難になってしまうという問題を生じてい
た。
However, such work is often performed over a long period of time, which delays the use of the landfill, which is a valuable land resource, or makes it substantially difficult to use the landfill. The problem had arisen.

【0005】また、石炭灰から滲出するアルカリ成分の
ために植物の生育が阻害され、緑化基盤材や盛土材には
転用しにくいなど、他の用途においてもアルカリ成分滲
出に起因する問題を生じていた。なお、かかる問題は、
石炭灰を遮水構造内に隔離することで解決することはで
きるものの、遮水構造の構築に別途費用がかかるなど、
経済性の低下は免れない。
[0005] In addition, the alkali component leaching from coal ash inhibits plant growth and is difficult to use as a greening base material or embankment material. Was. In addition, such a problem,
Although it can be solved by isolating coal ash in the impermeable structure, construction of the impermeable structure requires extra costs.
The economy is inevitable.

【0006】本発明は、上述した事情を考慮してなされ
たもので、埋立材や盛土材などへの速やかな転用が可能
な石炭灰の処理方法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 has as its object to provide a method for treating coal ash which can be promptly diverted to landfill materials, embankment materials, and the like.

【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、本発明に係る石炭灰の処理方法は請求項1に記載し
たように、石炭灰にアルカリ中和剤を添加混合して埋立
材、路床材、盛土材、埋め戻し材、裏込め材、緑化基盤
材等の土木建築資材を作製するものである。
In order to achieve the above object, a method for treating coal ash according to the present invention comprises adding an alkali neutralizing agent to coal ash, mixing the coal ash with a landfill material, It is used to produce civil engineering and building materials such as roadbed materials, embankment materials, backfill materials, backfill materials, and greening base materials.

【0008】また、本発明に係る石炭灰の処理方法は、
前記アルカリ中和剤を二酸化炭素とするものである。
[0008] The method for treating coal ash according to the present invention comprises:
The alkali neutralizer is carbon dioxide.

【0009】また、本発明に係る石炭灰の処理方法は請
求項3に記載したように、石炭灰を埋立材とした埋立地
盤に中和剤挿入孔を形成し、該中和剤挿入孔に固体状の
アルカリ中和剤を投入するものである。
According to a third aspect of the present invention, there is provided a method for treating coal ash, wherein a neutralizing agent insertion hole is formed in a landfill board using coal ash as a landfill material, and the neutralizing agent insertion hole is formed in the neutralizing agent insertion hole. A solid alkali neutralizer is charged.

【0010】本発明に係る石炭灰の処理方法において
は、石炭灰にアルカリ中和剤を添加混合して埋立材、路
床材、盛土材、埋め戻し材、裏込め材、緑化基盤材等の
土木建築資材を作製する。
In the method for treating coal ash according to the present invention, an alkali neutralizing agent is added to and mixed with coal ash to bury landfill, roadbed material, embankment material, backfill material, backfill material, greening base material and the like. Produce civil construction materials.

【0011】このようにすると、添加混合されたアルカ
リ中和剤が石炭灰を中和するので、土木建築資材として
速やかに転用することができる。
[0011] In this case, the added alkali-neutralizing agent neutralizes the coal ash, so that it can be quickly diverted as a civil engineering building material.

【0012】アルカリ中和剤については、石炭灰のアル
カリ成分を中和することができるものであれば何でもよ
く、低濃度の塩酸、硫酸、硝酸、燐酸、有機酸をはじ
め、炭酸水素ナトリウムなども使用可能であるが、該ア
ルカリ中和剤を二酸化炭素としたならば、これを石炭灰
に大量に供給したとしても、石炭灰の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が
未然に防止され、緑化基盤材等への転用における懸念が
なくなるとともに、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。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。
The alkali neutralizing agent may be any as long as it can neutralize the alkali component of coal ash, and includes low-concentration hydrochloric acid, sulfuric acid, nitric acid, phosphoric acid, organic acids, and sodium bicarbonate. Although it can be used, if the alkali neutralizing agent is carbon dioxide, even if it is supplied in large quantities to coal ash, the pH of the coal ash does not significantly shift to the acidic side, so soil acidification As a result, there is no concern about conversion to greening base materials and the like, and there is almost no environmental concern even if surplus carbon dioxide is released into the atmosphere. 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】アルカリ中和剤の添加形態としては、気体
(例えば炭酸ガス)であるか、液体(例えば二酸化炭素
溶解液)であるか、固体(例えばドライアイス)である
かは問わない。また、添加方法としては、気体や液体を
給気管や給水管等を介して石炭灰中に送り込みこれらを
攪拌混合したり、液体や固体、特に細かく粉砕したもの
を石炭灰に添加して攪拌混合したりといった方法が考え
られる。
The form of addition of the alkali neutralizing agent may be gas (for example, carbon dioxide), liquid (for example, a solution of carbon dioxide), or solid (for example, dry ice). In addition, as an addition method, a gas or a liquid is fed into coal ash via an air supply pipe or a water supply pipe, and these are stirred and mixed, or a liquid or solid, particularly, finely pulverized one is added to the coal ash and stirred and mixed. There is a method such as doing.

【0014】ここで、石炭灰が既に埋立材として埋立地
盤を構成している場合には、該埋立地盤に中和剤挿入孔
を形成し、該中和剤挿入孔に固体状のアルカリ中和剤、
例えばドライアイスを投入することができる。かかる場
合においても、上述したと同様の作用効果を得ることが
できる。
Here, when the coal ash has already constituted a landfill board as a landfill material, a neutralizer insertion hole is formed in the landfill board, and a solid alkali neutralizer is formed in the neutralizer insertion hole. Agent,
For example, dry ice can be introduced. In such a case, the same operation and effect as described above can be obtained.

【0015】[0015]

【発明の実施の形態】以下、本発明に係る石炭灰の処理
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。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a method for treating coal ash according to the present invention will be described below with reference to the accompanying drawings. 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、本実施形態に係る石炭灰の処理方
法に従って石炭灰を処理している様子を示したものであ
る。同図でわかるように、本実施形態に係る石炭灰の処
理方法においては、火力発電所等で発生した石炭灰2を
ベルトコンベヤ1で搬送し、これをラインミキサ3に投
入するとともに、中和剤タンク4から供給されるアルカ
リ中和剤としてのガス状の二酸化炭素(炭酸ガス)を該
ラインミキサ内に送り込む。
FIG. 1 shows how coal ash is treated according to the method for treating coal ash according to the present embodiment. As can be seen from the figure, in the method for treating coal ash according to the present embodiment, coal ash 2 generated in a thermal power plant or the like is conveyed by a belt conveyor 1, charged into a line mixer 3, and neutralized. Gaseous carbon dioxide (carbon dioxide) as an alkali neutralizer supplied from the agent tank 4 is fed into the line mixer.

【0017】このようにすると、送り込まれた炭酸ガス
は、石炭灰2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する。
なお、石炭灰2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
り石炭灰2内に残留するが、かかる炭酸カルシウムは難
溶性であるため、後述する土木建築資材への転用を図る
際に何の問題も生じない。むしろ、石炭灰2内の間隙に
形成されることによって、土木建築資材の透水係数低減
及び強度増大を図ることが可能となる。
In this manner, the supplied carbon dioxide gas neutralizes alkaline components such as alkaline earth metals and alkali metal ions such as calcium ions, sodium ions and potassium ions eluted from the coal ash 2.
The calcium ions contained in the coal ash 2 are converted into calcium carbonate by the reaction with carbon dioxide and remain in the coal ash 2. However, since the calcium carbonate is hardly soluble, it is diverted to civil engineering building materials described later. No problem arises when trying to do so. Rather, by being formed in the gap in the coal ash 2, it becomes possible to reduce the permeability coefficient and increase the strength of the civil engineering building material.

【0018】なお、二酸化炭素による中性化では当然な
がら水分を必要とするため、石炭灰2の含水比が小さい
場合には、必要に応じて炭酸ガスに水蒸気を加えたり、
石炭灰2の含水比を高めたりといった処理を適宜行う。
Since the neutralization by carbon dioxide naturally requires moisture, if the water content of the coal ash 2 is small, steam may be added to the carbon dioxide gas if necessary.
Processing such as increasing the water content of the coal ash 2 is appropriately performed.

【0019】ここで、ラインミキサ3内での攪拌混合だ
けでは中和反応が不十分である場合には、同図破線に沿
った工程で示すように、ラインミキサ3からいったん石
炭灰2を取り出し、これを養生槽6に入れて中和反応を
行わせればよい。
Here, if the neutralization reaction is insufficient only by stirring and mixing in the line mixer 3, the coal ash 2 is once taken out from the line mixer 3 as shown by the process along the broken line in FIG. This may be put in the curing tank 6 to perform a neutralization reaction.

【0020】ラインミキサ3の送り速度や養生槽6内で
の静置時間については、石炭灰2のpH変化等を監視し
ながら随時調整すればよい。
The feed speed of the line mixer 3 and the standing time in the curing tank 6 may be adjusted as needed while monitoring the pH change of the coal ash 2 and the like.

【0021】次に、ラインミキサ3から直接取り出され
た、若しくは養生槽6から取り出された石炭灰2を、埋
立材、路床材、盛土材、埋め戻し材、裏込め材、緑化基
盤材等の土木建築資材7として用いる。
Next, the coal ash 2 directly taken out of the line mixer 3 or taken out of the curing tank 6 is used as landfill material, roadbed material, embankment material, backfill material, backfill material, greening base material, etc. Used as civil engineering and building materials 7.

【0022】次に、本実施形態に係る石炭灰の処理方法
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 effects of the method for treating coal ash according to the present embodiment have been confirmed by experiments, and the outline thereof will be described below.

【0023】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.

【0024】[0024]

【表1】 [Table 1]

【0025】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.

【0026】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.

【0027】以上説明したように、本実施形態に係る石
炭灰の処理方法によれば、石炭灰2中に送り込まれた炭
酸ガスが該石炭灰中のカルシウムイオン等と反応して石
炭灰2を中和させるので、かかる石炭灰2からアルカリ
成分が滲出するおそれがなくなる。そのため、石炭灰2
を土木建築資材7として速やかに転用することが可能と
なる。
As described above, according to the method for treating coal ash according to the present embodiment, the carbon dioxide gas fed into coal ash 2 reacts with calcium ions and the like in the coal ash to convert coal ash 2. Since the coal ash is neutralized, there is no danger of the alkaline component seeping out of the coal ash 2. Therefore, coal ash 2
Can be quickly diverted as civil engineering building material 7.

【0028】また、本実施形態に係る石炭灰の処理方法
によれば、アルカリ中和剤として二酸化炭素を使用する
ようにしたので、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、石炭灰2に多量に供給したとし
ても、該石炭灰の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、酸性化による弊害が未然に防止され、緑化基盤材等
への転用における懸念がなくなる。
Further, according to the method for treating coal ash according to the present embodiment, carbon dioxide is used as the alkali neutralizing agent, so that not only the chemical cost required for neutralization can be reduced, but also the cost can be reduced. Even if a large amount is supplied to the coal ash 2, the pH of the coal ash does not significantly shift to the acidic side. Specifically, since the pH does not fall to about 5.5 or less, the adverse effect due to the acidification Is prevented beforehand, and there is no concern about conversion to a greening base material or the like.

【0029】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2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することができる。
Further, even if surplus carbon dioxide is released into the atmosphere, there is almost no environmental concern, so there is no need to provide a collecting and exhausting means. Further, since the acidity of carbon dioxide is relatively weak, it is possible to prevent iron, aluminum or heavy metals from being eluted from the coal ash 2 beforehand.

【0030】また、本実施形態に係る石炭灰の処理方法
によれば、二酸化炭素をガス状、すなわち炭酸ガスとし
て使用するようにしたので、石炭灰2の含水比上昇を抑
制することが可能となり、脱水、気化、乾燥等の後処理
が不要となるとともに、その結果として、埋立材、路床
材、盛土材、埋め戻し材、裏込め材、緑化基盤材等の土
木建築資材7への転用をさらに速やかに行うことが可能
となる。
Further, according to the method for treating coal ash according to the present embodiment, since carbon dioxide is used in a gaseous state, that is, as carbon dioxide, it is possible to suppress an increase in the water content of coal ash 2. Post-treatment such as dehydration, vaporization, and drying becomes unnecessary, and as a result, it is diverted to civil engineering and building materials 7 such as landfill materials, roadbed materials, embankment materials, backfill materials, backfill materials, and greening base materials. Can be performed more quickly.

【0031】本実施形態では、アルカリ中和剤として気
体状の二酸化炭素(炭酸ガス)を使用したが、その形態
はかかる気体に限るものではなく、炭酸ガスを吹き込ん
で作製した二酸化炭素溶解液でもよいし、固体、すなわ
ちドライアイス、特に細かく粉砕したものを使用するよ
うにしてもよい。
In the present embodiment, gaseous carbon dioxide (carbon dioxide) was used as the alkali neutralizer, but the form is not limited to such a gas, and a carbon dioxide solution prepared by blowing carbon dioxide may be used. Alternatively, solid ice, that is, dry ice, particularly finely ground one, may be used.

【0032】また、本実施形態では、アルカリ中和剤と
して二酸化炭素を使用したが、アルカリ中和剤としてか
かる物質に限定されるものではなく、石炭灰のアルカリ
成分を中和することができるものであれば何でもよい。
In the present embodiment, carbon dioxide is used as an alkali neutralizer, but the present invention is not limited to such a substance as an alkali neutralizer, but can neutralize an alkali component of coal ash. Anything is fine.

【0033】また、本実施形態では、火力発電所等で発
生した石炭灰2を中和してから様々な土木建築資材7へ
の転用を図るようにしたが、図2に示すように、石炭灰
2が既に埋立材として埋立地盤11を構成している場合
には、該埋立地盤に中和剤挿入孔12を形成し、該中和
剤挿入孔に固体状のアルカリ中和剤であるドライアイス
13を投入するとともに、必要に応じて中和剤挿入孔1
2に蓋14をすればよい。
Further, in the present embodiment, the coal ash 2 generated in the thermal power plant or the like is neutralized and then diverted to various civil engineering and building materials 7, but as shown in FIG. When the ash 2 has already constituted the landfill board 11 as a landfill material, a neutralizing agent insertion hole 12 is formed in the landfill board, and a dry alkali neutralizer, which is a solid alkali neutralizing agent, is formed in the neutralizing agent insertion hole. Inject ice 13 and insert neutralizer insertion hole 1 as needed.
The cover 14 may be attached to the cover 2.

【0034】かかる構成においては、ドライアイス13
から昇華した炭酸ガスが埋立材である石炭灰2を通過す
る間に該石炭灰のアルカリ成分を中和するので、石炭灰
2からなる埋立地盤11は、高アルカリ地盤から中性地
盤へと速やかに変化する。
In such a configuration, the dry ice 13
While the carbon dioxide gas sublimated from the above neutralizes the alkali component of the coal ash while passing through the coal ash 2 as a landfill material, the landfill ground 11 made of the coal ash 2 is quickly changed from a highly alkaline ground to a neutral ground. Changes to

【0035】したがって、埋立地盤11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とともに、火力
発電所から大量に発生する石炭灰2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。また、
固体であるドライアイス13を用いることにより、埋立
地盤11中の含水比の上昇を防止することも可能とな
り、水抜き等の後処理も不要となる。なお、二酸化炭素
を使用することに関する作用効果については、上述した
実施形態と同様であるので、ここではその詳細な説明を
省略する。
Therefore, compared to the conventional method in which the neutralization in the landfill board 11 is left to rainwater infiltration, it is possible to start using the former site after the completion of the landfill work, and to generate a large amount of heat from the thermal power plant. It becomes possible to actively and effectively use the coal ash 2 to be used as a landfill material for a landfill. Also,
By using solid dry ice 13, it is possible to prevent an increase in the water content in the landfill board 11, and post-treatment such as drainage is not required. Note that the operation and effect relating to the use of carbon dioxide are the same as those in the above-described embodiment, and thus a detailed description thereof will be omitted.

【0036】[0036]

【発明の効果】以上述べたように、請求項1に係る本発
明の石炭灰の処理方法によれば、石炭灰中に送り込まれ
たアルカリ中和剤が該石炭灰中のカルシウムイオン等と
反応して石炭灰を中和させるので、かかる石炭灰からア
ルカリ成分が滲出するおそれがなくなり、その結果、石
炭灰を土木建築資材として速やかに転用することが可能
となる。
As described above, according to the method for treating coal ash according to the first aspect of the present invention, the alkali neutralizer sent into the coal ash reacts with calcium ions and the like in the coal ash. In this way, the coal ash is neutralized, so that there is no possibility that the alkaline component is leached out of the coal ash. As a result, the coal ash can be quickly diverted as a civil engineering building material.

【0037】また、請求項2に係る本発明の石炭灰の処
理方法によれば、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、石炭灰に多量に供給したとして
も、該石炭灰のpHが酸性側に大きく移行することがな
い。したがって、酸性化による弊害が未然に防止され、
緑化基盤材等への転用における懸念がなくなる。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くなる
とともに、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
未然に防止することができるという効果も奏する。
According to the method for treating coal ash according to the second aspect of the present invention, not only can the chemical cost required for neutralization be reduced, but even if a large amount of coal ash is supplied, The pH of coal ash does not significantly shift to the acidic side. Therefore, the adverse effects of acidification are prevented beforehand,
There is no concern about conversion to greening base materials. Also,
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.Also, since the acidity of carbon dioxide is relatively weak, iron, aluminum or heavy metals are eluted from coal ash. This also has the effect of preventing the situation from occurring.

【0038】また、請求項3に係る本発明の石炭灰の処
理方法によれば、石炭灰からなる埋立地盤を高アルカリ
地盤から中性地盤へと速やかに変化させることが可能と
なり、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
とができるとともに、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。
According to the method for treating coal ash according to the third aspect of the present invention, it is possible to quickly change a landfill made of coal ash from a highly alkaline ground to a neutral ground. Compared to the conventional method that entrusts the neutralization to rainwater infiltration, the use of the former site after the completion of landfill work can be started earlier, and a large amount of coal ash generated from thermal power plants is actively used as landfill material for landfill sites. It can be used effectively effectively.

【0039】[0039]

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

【図1】本実施形態に係る石炭灰の処理方法に従って石
炭灰を処理している様子を示した概略図。
FIG. 1 is a schematic diagram showing a state in which coal ash is treated according to a method for treating coal ash according to the present embodiment.

【図2】変形例に係る石炭灰の処理方法を示した断面
図。
FIG. 2 is a cross-sectional view illustrating a method of treating coal ash according to a modification.

【符号の説明】[Explanation of symbols]

2 石炭灰 4 アルカリ中和剤が収容さ
れた中和剤タンク 7 土木建築資材 11 埋立地盤 13 ドライアイス(アルカリ
中和剤)
2 Coal ash 4 Neutralizer tank containing alkali neutralizer 7 Civil engineering building materials 11 Landfill 13 Dry ice (alkali neutralizer)

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 石炭灰にアルカリ中和剤を添加混合して
埋立材、路床材、盛土材、埋め戻し材、裏込め材、緑化
基盤材等の土木建築資材を作製することを特徴とする石
炭灰の処理方法。
1. An earth-building material such as a landfill material, a roadbed material, an embankment material, a backfill material, a backfill material, a greening base material, etc., is produced by adding and mixing an alkali neutralizing agent to coal ash. Coal ash treatment method.
【請求項2】 前記アルカリ中和剤を二酸化炭素とする
請求項1記載の石炭灰の処理方法。
2. The method for treating coal ash according to claim 1, wherein the alkali neutralizer is carbon dioxide.
【請求項3】 石炭灰を埋立材とした埋立地盤に中和剤
挿入孔を形成し、該中和剤挿入孔に固体状のアルカリ中
和剤を投入することを特徴とする石炭灰の処理方法。
3. A method for treating coal ash, comprising forming a neutralizing agent insertion hole in a landfill using coal ash as a landfill material, and introducing a solid alkaline neutralizing agent into the neutralizing agent insertion hole. Method.
JP03825999A 1999-02-17 1999-02-17 Coal ash treatment method Expired - Fee Related JP3562705B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP03825999A JP3562705B2 (en) 1999-02-17 1999-02-17 Coal ash treatment method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP03825999A JP3562705B2 (en) 1999-02-17 1999-02-17 Coal ash treatment method

Publications (2)

Publication Number Publication Date
JP2000237712A true JP2000237712A (en) 2000-09-05
JP3562705B2 JP3562705B2 (en) 2004-09-08

Family

ID=12520332

Family Applications (1)

Application Number Title Priority Date Filing Date
JP03825999A Expired - Fee Related JP3562705B2 (en) 1999-02-17 1999-02-17 Coal ash treatment method

Country Status (1)

Country Link
JP (1) JP3562705B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101269312B1 (en) 2011-07-28 2013-05-29 권오준 Method for treating coal ash of thermoelectric power plant
JP2020025925A (en) * 2018-08-10 2020-02-20 五洋建設株式会社 Landfill method of waste disposal site

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101269312B1 (en) 2011-07-28 2013-05-29 권오준 Method for treating coal ash of thermoelectric power plant
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

Also Published As

Publication number Publication date
JP3562705B2 (en) 2004-09-08

Similar Documents

Publication Publication Date Title
US5193936A (en) Fixation and stabilization of lead in contaminated soil and solid waste
CN102897992B (en) Method for solidifying and stabilizing sludge from urban sewage treatment plant
CN101456662A (en) Urban sludge chemical curing method
CN106391694A (en) Solidification and stabilization method for mercury in mercury contaminants
JP2006241232A (en) Soil improving and solidifying material
JP3562705B2 (en) Coal ash treatment method
KR101781377B1 (en) Method of Deodorization and Modification for Livestock Manure or Organic or Inorganic Sludge Using Aluminum By-product and Acid Solution
JP2007014881A (en) Recycling method of concrete mass
JP3562704B2 (en) Landfill disposal system
CN105731746A (en) Method for curing sludge for roadbed filling
JP4554768B2 (en) Detoxification reaction sintered body of asbestos-containing building material waste
JP2004197047A (en) Soil modifier
KR100757360B1 (en) Retreat method of organic or inorganic waste resources
JP3899992B2 (en) Treatment method of alkaline mud
JP3962895B2 (en) Construction method of improved soil
KR101140375B1 (en) Manufacturing method of decreasing agent of the percentage of water content and decreasing agent of the percentage of water content thereby
JPH11319758A (en) Granulated material containing trivalent chromium
JP2004283757A (en) Purification method for soil polluted with hexavalent chromium, and use of soil purified thereby
JPH11347532A (en) Method for treating mercury-polluted soil
JPH101667A (en) Semihydrated gypsum agent for improving water-containing soil
JP2018171588A (en) Bentonite sludge treatment agent and treatment method for bentonite sludge using the same
JP2004097944A (en) Boron insolubilization method and landfill disposal method for coal ash
JP2004167456A (en) Method for stabilizing incineration ash
JP3588795B2 (en) Treatment of high pH substances
JP4235772B2 (en) Alkaline environment diffusion prevention method

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20040119

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040227

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20040415

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: 20040514

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20040527

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees