JP2002188086A - Method for alkali soil neutralization treatment by phosphate buffer solution - Google Patents

Method for alkali soil neutralization treatment by phosphate buffer solution

Info

Publication number
JP2002188086A
JP2002188086A JP2000388610A JP2000388610A JP2002188086A JP 2002188086 A JP2002188086 A JP 2002188086A JP 2000388610 A JP2000388610 A JP 2000388610A JP 2000388610 A JP2000388610 A JP 2000388610A JP 2002188086 A JP2002188086 A JP 2002188086A
Authority
JP
Japan
Prior art keywords
soil
coal ash
phosphate buffer
neutralization
buffer solution
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.)
Pending
Application number
JP2000388610A
Other languages
Japanese (ja)
Inventor
Noriaki Nakajima
教陽 中島
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.)
Kiso Jiban Consultants Co Ltd
Original Assignee
Kiso Jiban Consultants Co Ltd
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 Kiso Jiban Consultants Co Ltd filed Critical Kiso Jiban Consultants Co Ltd
Priority to JP2000388610A priority Critical patent/JP2002188086A/en
Publication of JP2002188086A publication Critical patent/JP2002188086A/en
Pending legal-status Critical Current

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Processing Of Solid Wastes (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a soil improvement method for alkali soil neutralization treatment by recognizing the importance of pH and high buffer action of phosphate buffer solution. SOLUTION: As a result of a neutralization test (laboratory test) of coat ash and phosphate buffer solution, reclaimed soil of coal ash is neutralized and pH is made neutral. No change in pH is confirmed even with the lapse of time. Consequently neutralization treatment of reclaimed land is made possible by addition of phosphate buffer solution.

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、リン酸緩衝液のpH
および高い緩衝作用に着目したアルカリ性土壌の中和処
理地盤改良工法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention
And a neutralization ground improvement method for alkaline soil focusing on a high buffering action.

【0002】[0002]

【従来の技術】火力発電所より排出される石炭灰は産業
廃棄物であり、排出された石炭灰は埋立造成し管理型最
終処分場として管理されている。石炭灰による埋立造成
地の面積は年々増加しており、石炭灰およびその造成地
の再利用,有効利用が必要となっている。この造成地の
有効利用のひとつに分譲地としての利用があげられる。
2. Description of the Related Art Coal ash discharged from thermal power plants is industrial waste, and the discharged coal ash is landfilled and managed as a managed final disposal site. The area of landfilled with coal ash is increasing year by year, and it is necessary to reuse and effectively use coal ash and its land. One of the effective uses of this land is as a lot for sale.

【0003】石炭灰は産業廃棄物に分類されており石炭
灰埋立土は廃棄物処分場として考えられるため、有効利
用を目的とした埋立土の中性化についての研究はあまり
行われていない。
[0003] Coal ash is classified as industrial waste, and coal ash landfill is considered as a waste disposal site. Therefore, studies on the neutralization of landfill soil for the purpose of effective utilization have not been made much.

【0004】石炭灰を中和剤として使用する分野では、
酸性鉱山排水に対して石炭灰を添加する例(酸性鉱山排
水削減のため石炭燃焼副生物のOmega炭坑への注入計
画,GRAY T A et ,MORAN T C ,Proc annu Int pittsb
urgh coal conf,vol.15th,No.S-1-1/S-8-5,1998)
や、排煙脱硫装置として亜硫酸ガスと石炭灰を混合させ
ることにより中和し脱硫させる工法(石炭炊き灰混合に
おけるCT-121の特性 具志川火力向けCT-121試運転よ
り,宮田典郎・城戸操介,千代田技報,vol 16,No.2,
p.34-36,1995)がある。
In the field where coal ash is used as a neutralizing agent,
Example of adding coal ash to acid mine drainage (plan to inject coal by-products into Omega coal mine to reduce acid mine drainage, GRAY TA et, MORAN TC, Procannu Int pittsb
urgh coal conf, vol.15th, No.S-1-1 / S-8-5, 1998)
Also, as a flue gas desulfurization device, a method of neutralizing and desulfurizing by mixing sulfurous acid gas and coal ash (Characteristics of CT-121 in coal-fired ash mixing; Chiyoda technical report, vol 16, No. 2,
p.34-36, 1995).

【0005】石炭灰そのものを中和する分野として、浸
出水を炭酸ガス吹込み処理,石炭灰を塩酸,硫酸により
中和する中和処理(石炭灰の浸出処理に関する研究,浜
田義久ら,公害四現研究所報告,No.42,p.81,1987)
がある。また飛灰の重金属不溶化剤として栗田工業株式
会社の飛灰処理剤アッシュナイトがある。
[0005] As fields for neutralizing coal ash itself, leachate is blown with carbon dioxide gas, neutralization of coal ash with hydrochloric acid and sulfuric acid (research on leach processing of coal ash, Yoshihisa Hamada et al. Report of current research institute, No.42, p.81, 1987)
There is. Also, as a heavy metal insolubilizing agent for fly ash, there is a fly ash treating agent Ashnite from Kurita Water Industries Ltd.

【0006】以上、述べたように石炭灰埋立土自体を中
和処理する工法はあまりなく、研究段階として酸性土を
混入して中和処理を行った報告があるぐらいである。こ
の酸性土混入の方法は、中和処理するためには酸性土量
が予想以上に多く必要となりコスト的に高くなるし、時
間経過とともにpHが上昇する。そこで、アルカリ土壌と
くに石炭灰埋立土に対して、比較的容易に施工可能であ
り、中和処理後pHが変化しない中和処理技術が求められ
ている。
[0006] As described above, there are few methods of neutralizing coal ash landfill itself, and there have been reports of neutralization by mixing acidic soil as a research stage. In the method of mixing the acid soil, the amount of the acid soil is required to be larger than expected in order to perform the neutralization treatment, which increases the cost, and the pH rises with time. Therefore, there is a need for a neutralization technique that can be applied relatively easily to alkaline soil, especially coal ash landfill, and that does not change pH after neutralization.

【0007】[0007]

【発明が解決しようとする課題】従来、石炭灰埋立土の
有効利用をするための中和化処理についての研究・開発
はあまりなされていない。現在、研究としては酸性土混
入による中和処理があるが、中和には多量の土量が必要
となり施工上またコスト的にも難しい。また、基本原理
が酸性土の成分である硫酸による中和であることから、
中和処理後pHの変動が起こる可能性がある。
Hitherto, there has been little research and development on neutralization treatment for effective utilization of coal ash landfill. At present, there is a neutralization treatment by mixing with acidic soil, but a large amount of soil is required for neutralization, which is difficult in terms of construction and cost. Also, since the basic principle is neutralization with sulfuric acid, a component of acid soil,
The pH may fluctuate after the neutralization treatment.

【0008】したがって、アルカリ性土壌(石炭灰埋立
土)の中和処理を行う場合、容易に施工できること(多
量の土壌資材を用いない、もしくは減量化させることが
可能),中和処理したpHに変動がないことが求められ
る。
Accordingly, when neutralizing alkaline soil (coal ash landfill), it can be easily constructed (a large amount of soil material is not used or the amount can be reduced), and the pH of the neutralized soil varies. Is required.

【0009】石炭灰はその成分中に鉛等の有害物質を含
んでおり、硫酸などの強酸性の溶液を用いると多量に溶
出される可能性がある。それに溶液が地下へ浸透するこ
とを考えると、石炭灰の中和剤として強酸性溶液は使用
できない。それゆえ、中和剤として用いる溶液は、弱酸
性〜酸性程度のpHで濃度の低い溶液が望ましい。
Coal ash contains harmful substances such as lead in its components, and may be eluted in large amounts when a strongly acidic solution such as sulfuric acid is used. Considering that the solution penetrates underground, a strongly acidic solution cannot be used as a neutralizer for coal ash. Therefore, the solution used as the neutralizing agent is desirably a solution having a low concentration at a weakly acidic to acidic pH.

【0010】[0010]

【課題を解決するための手段】本発明は、石炭灰を中和
する中和剤としてそのアルカリとリン酸緩衝液を形成す
る酸性リン酸塩溶液を用いることにより、溶液を添加
(もしくは混合)するのみであることから、施工しやす
く施工後の土量も増加しない利点がある。
SUMMARY OF THE INVENTION According to the present invention, a solution is added (or mixed) by using an acidic phosphate solution which forms a phosphate buffer with its alkali as a neutralizing agent for neutralizing coal ash. This is advantageous because it is easy to construct and the soil volume after construction does not increase.

【0011】また、生成するリン酸緩衝液は緩衝作用が
高く、中和後、石炭灰からアルカリ成分が放出されると
プロトンを放出または成分と化合することにより、pH
の上昇を抑制する作用を生じる。そのため、問題となる
中和処理後pHの変動は少なくなる。
Further, the phosphate buffer produced has a high buffering action. After neutralization, when the alkaline component is released from the coal ash, protons are released or combined with the component, thereby increasing the pH.
The effect of suppressing an increase in the temperature is produced. Therefore, the problematic fluctuation in pH after the neutralization treatment is reduced.

【0012】施工前に石炭灰に対するリン酸緩衝液との
中和量を求める試験により最適量を求めるため、浸出水
として排出される余分なリン酸緩衝液量を最小限度に抑
えることができる。
Since the optimum amount is determined by a test for determining the amount of neutralization of the coal ash with the phosphate buffer before construction, the amount of excess phosphate buffer discharged as leachate can be minimized.

【0013】[0013]

【作用】石炭灰埋立土の有効利用を考えた場合、中和し
た石炭灰のpHは、降水などの外部の因子により変化せず
中性を維持することを必要とする。それゆえ、中和剤に
は、緩衝能力が高いことが要求される。硫酸などの強酸
性溶液ではこの緩衝能力がなく、中和後、時間経過とと
もに石炭灰からカルシウムなどのアルカリ成分が溶解し
た場合、pHがすぐに上昇する。
When considering the effective use of coal ash landfill, the pH of the neutralized coal ash needs to be maintained neutral without being changed by external factors such as precipitation. Therefore, a high buffering capacity is required for the neutralizing agent. A strongly acidic solution such as sulfuric acid does not have this buffering ability, and the pH immediately rises when neutral components such as calcium are dissolved from coal ash over time after neutralization.

【0014】リン酸2水素1ナトリウムまたはリン酸2
水素1カリウム等の溶液は、この条件(緩衝能力)を満
たしているが、工業的目的のためにはリン酸2水素1ナ
トリウム溶液の使用が、好ましい。また、上記のほかに
リン酸とカルシウムとによる難溶塩の形成も期待され
る。
Dihydrogen phosphate monosodium or phosphoric acid 2
A solution of monopotassium hydrogen or the like satisfies this condition (buffering capacity), but for industrial purposes, the use of a monosodium dihydrogen phosphate solution is preferred. In addition to the above, formation of a hardly soluble salt by phosphoric acid and calcium is also expected.

【0015】リン酸緩衝液を形成する酸性リン酸塩溶液
による石炭灰の中和試験(室内試験)を行った結果、石
炭灰埋立土が中和され、pHも中性となった。また、時間
が経過してもpHは変化しないことが確認された。これ
によりリン酸緩衝液生成による埋立土の中和処理が可能
となった。
As a result of a coal ash neutralization test (indoor test) with an acidic phosphate solution forming a phosphate buffer, the coal ash landfill was neutralized and the pH became neutral. Further, it was confirmed that the pH did not change even after the passage of time. This has enabled the neutralization of the landfill by the generation of a phosphate buffer.

【0016】[0016]

【実施例】室内試験(リン酸緩衝液を用いた石炭灰の中
和処理試験)の結果を示す。リン酸緩衝液形成用酸性リ
ン酸塩溶液には、リン酸2水素1ナトリウム溶液を用い
た。濃度、pHは表1のとおりである。なお、表1は室内
試験で用いたリン酸緩衝液(リン酸二水素ナトリウム)
の濃度およびその溶液のpHを示したものである。
EXAMPLE The results of a laboratory test (a neutralization test of coal ash using a phosphate buffer) are shown. As the acidic phosphate solution for forming the phosphate buffer, a monosodium dihydrogen phosphate solution was used. The concentration and pH are as shown in Table 1. Table 1 shows the phosphate buffer (sodium dihydrogen phosphate) used in the laboratory test.
And the pH of the solution.

【0017】[0017]

【表1】 [Table 1]

【0018】試験は、生成リン酸緩衝液による石炭灰に
対する中和の可能性を検討した石炭灰中和試験,リン酸
緩衝液生成により中和処理を行った中和土の経時変化に
対するpHの変化を調べた湛水試験を行った。また、中
和土に純水を連続的に通水させて、その浸出水のpH変
化を調べた通水試験を行った。
The test includes a coal ash neutralization test for examining the possibility of neutralization of coal ash with the generated phosphate buffer, and a pH change with time for a neutralized soil subjected to a neutralization treatment using a phosphate buffer. A flood test was conducted to examine the changes. In addition, pure water was continuously passed through the neutralized soil, and a water passing test was conducted to examine the pH change of the leachate.

【0019】石炭灰中和試験の結果を図1に示した。こ
れは、石炭灰(g)に対するリン酸緩衝液形成用酸性リン
酸塩溶液(ml)の配合比率と土壌pHとの関係を示したもの
である。その結果、1mol/L−NaH2PO4,0.1mol/L−NaH2P
O4ともに石炭灰の中和が可能であることが明らかになっ
た。しかし、24時間後のpHの変化をみると、石炭灰1gに
対して1mol/L−NaH2PO4 0.5mlで中和することが有効で
あると認めれた。
FIG. 1 shows the results of the coal ash neutralization test. This shows the relationship between the mixing ratio of the acidic phosphate solution (ml) for forming a phosphate buffer solution to coal ash (g) and soil pH. As a result, 1mol / L-NaH 2 PO 4, 0.1mol / L-NaH 2 P
It was found that both O 4 and coal ash can neutralize coal ash. However, looking at the change in pH after 24 hours, it was recognized that it was effective to neutralize 1 g of coal ash with 0.5 ml of 1 mol / L-NaH 2 PO 4 .

【0020】リン酸緩衝液添加土湛水試験の結果を図2
に示した。石炭灰1gに対して1mol/L−NaH2PO4 0.5mlで
中和した試料を用いた。対象として、石炭灰1g:蒸留水
2.5mlに処理した石炭灰について測定した。その結果、
中和土の土壌pHは、時間が経過しても中性を保つことが
明らかになった。
FIG. 2 shows the results of the soil flooding test with the phosphate buffer added.
It was shown to. Using the sample was neutralized with 1mol / L-NaH 2 PO 4 0.5ml against coal ash 1g. 1g of coal ash: distilled water
It was measured for coal ash treated to 2.5 ml. as a result,
It was found that the pH of the neutralized soil remained neutral over time.

【0021】中和土の通水試験の結果を図3に示した。
その結果、浸出水においてもpHは中性を維持すること
が明らかになった。
FIG. 3 shows the results of the water passage test of the neutralized soil.
As a result, it was clarified that the pH remained neutral even in the leachate.

【0022】[0022]

【発明の効果】石炭灰とリン酸緩衝液形成用酸性リン酸
塩溶液による中和試験(室内試験)を行った結果、リン
酸緩衝液(1mol/L−NaH2PO4)生成(石炭灰1gに対して
0.5ml)により石炭灰が中性(pH7.4)となった。また、
湛水条件で時間が経過しても(最大36日)、pHは変化
しない(pH7.5)ことが確認された。浸出液について
も、連続で通水させたところ(連続5回)、中性(pH7.
5)を持続し、地下水へのpHに対する影響を少なくす
ることが確認された。
As a result of conducting a neutralization test (indoor test) with coal ash and an acidic phosphate solution for forming a phosphate buffer, a phosphate buffer (1 mol / L-NaH 2 PO 4 ) was produced (coal ash). 1g
0.5ml), the coal ash became neutral (pH 7.4). Also,
It was confirmed that the pH did not change (pH 7.5) even after the elapse of time under the flooded condition (up to 36 days). The leachate was also neutralized (pH 7.
It was confirmed that 5) was maintained and the effect on pH of groundwater was reduced.

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

【図1】室内試験のうち、石炭灰とリン酸緩衝液形成溶
液の混合比に対する混合土のpHを石炭灰石炭灰中和試
験を示したものである。
FIG. 1 shows a coal ash neutralization test in which a pH of a mixed soil with respect to a mixing ratio of a coal ash and a phosphate buffer solution in a laboratory test.

【図2】室内試験のうち、石炭灰中和土のpHの経時変化
を示したものである。
FIG. 2 shows a time-dependent change in pH of neutralized coal ash soil in a laboratory test.

【図3】室内試験のうち、石炭灰中和土に純水を連続通
水させた時の浸出水のpHを示したものである。
FIG. 3 shows the pH of leachate when pure water is continuously passed through the neutralized coal ash soil in the laboratory test.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 アルカリ性土壌にその土壌アルカリと緩
衝液を形成する酸性リン酸塩溶液を添加・混合すること
により対象土壌を中性化させ、生成するリン酸緩衝液の
もつ緩衝作用により中和処理土のpHを持続させること
を特徴とする地盤改良工法。
1. A target soil is neutralized by adding and mixing an acidic phosphate solution which forms a buffer with the soil alkali to an alkaline soil, and neutralized by a buffering action of a generated phosphate buffer. A soil improvement method characterized by maintaining the pH of the treated soil.
【請求項2】 アルカリ性土壌が高アルカリ性の石炭灰
埋立地である請求項1記載の地盤改良工法。
2. The soil improvement method according to claim 1, wherein the alkaline soil is a highly alkaline coal ash landfill.
【請求項3】 酸性リン酸塩溶液の酸性〜弱酸性の酸性
度および/または濃度の最適値を処理すべきアルカリ性
土壌に対する事前の試験によりその最適値を求める請求
項1または2記載の地盤改良工法。
3. The soil improvement according to claim 1, wherein the optimum value of the acidity and / or concentration of the acidic to weakly acidic acid phosphate solution is determined by a preliminary test on alkaline soil to be treated. Construction method.
JP2000388610A 2000-12-21 2000-12-21 Method for alkali soil neutralization treatment by phosphate buffer solution Pending JP2002188086A (en)

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Publications (1)

Publication Number Publication Date
JP2002188086A true JP2002188086A (en) 2002-07-05

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ID=18855312

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Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006219604A (en) * 2005-02-10 2006-08-24 Ohbayashi Corp Engineering method for improving soil and soil-improving material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006219604A (en) * 2005-02-10 2006-08-24 Ohbayashi Corp Engineering method for improving soil and soil-improving material

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