JPS637112B2 - - Google Patents
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- Publication number
- JPS637112B2 JPS637112B2 JP58077129A JP7712983A JPS637112B2 JP S637112 B2 JPS637112 B2 JP S637112B2 JP 58077129 A JP58077129 A JP 58077129A JP 7712983 A JP7712983 A JP 7712983A JP S637112 B2 JPS637112 B2 JP S637112B2
- Authority
- JP
- Japan
- Prior art keywords
- ash
- fluidized bed
- bed combustion
- landfill
- combustion ash
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
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Description
本発明は、燃料である石炭灰および脱硫剤であ
る石灰石より構成される流動床における流動床燃
焼の際に発生する石炭灰および脱硫済脱硫剤より
なる流動床燃焼灰の海水域への埋立処分または投
棄処分方法、詳しくは流動床燃焼灰に加湿造粒処
理を施し粒状の成形体とした後に常温の大気中に
て養生ことによつて、埋立処分時の埋立効率
(Dry−t/m3:灰処分場単位体積当りに処分し
得る流動床燃焼灰量)を向上させるとともに処分
場内の浸漬海水のPHを排水基準における規制値内
の9.0以下に維持することを特徴とする流動床燃
焼灰の処理方法に関するものである。
近年我国においては、1970年代の石油危機以来
の国際的な石油供給不安に対処すべく、石油代替
エネルギーの開発が国家的な課題となり、その一
つとして石炭エネルギーがクローズアツプされて
いる。石炭を燃料とする際の燃焼方式は従来微粉
炭燃焼方式が中心であつたが、最近新しい燃焼方
式として流動床燃焼が注目されている。これは燃
料である石灰と炉内脱硫のための脱硫剤である石
灰石を投入しボイラ内にて流動床を構成させる方
式である。流動床燃焼方式は従来の微粉炭燃焼方
式に較べて第1に火炉容積が小さくて済みボイラ
容積が小さくなること、第2に燃焼石灰の品種に
関する制約が少ないこと、第3に750〜950℃の低
温燃焼が可能でありサーマルNOxの発生が少な
いこと、第4に伝熱水管表面での総括伝熱係数が
大きいこと、などの長所を有している。一方、流
動床燃焼の実用化に関する課題の一つに流動床燃
焼灰の固有の特性に起因する灰処理上の問題があ
る。流動床燃焼灰は従来の微粉炭燃焼灰と比較し
て、燃焼温度が低く未溶融灰であることならびに
生石灰(CaO)、型無水セツコウ(CaSO4)よ
りなる脱硫済脱硫剤を含有することが主たる特徴
である。
従来、我国において発生する石炭灰の大部分は
微粉炭燃焼によるものであり、その一部はセメン
ト混和材、セメント原料などに再利用され、残り
は埋立処分もしくは投棄処分に供されていた。し
たがつて、流動床燃焼灰においても同様に資源と
しての有効利用ならびに埋立処分などが考えられ
るものの、流動床燃焼灰の固有の特性を充分に考
慮した独自の有効利用もしくは処分方式の確立が
流動床燃焼ボイラの実用化にとつてきわめて重要
であり、とくに、流動床燃焼灰の大量処理にとつ
ては、まず埋立処分もしくは投棄処分を円滑に実
施し得る技術の確立が不可欠である。流動床燃焼
灰の埋立処分もしくは投棄処分の際の、流動床燃
焼灰の固有の特性に起因する主たる問題点は、第
1に燃焼温度が低く未溶融灰であるため形状が非
球状であり、埋立効率が小さいこと、第2に脱硫
済脱硫剤中には未反応の生石灰が存在し、流動床
燃焼灰には通常5〜30重量%の生石灰が含有さ
れ、この大量のアルカリ成分のため埋立処分地な
どにおける埋立時の余水のPHが上昇し、余水を公
共用水域に排出する際にはPH対策が必要なことで
ある。
通常、流動床燃焼灰はその発生系統によつて燃
焼炉オーバフロー灰と集塵機捕集灰(サイクロン
灰、電気集塵灰)に区分される。これらの発生箇
所における発生燃焼灰の割合は流動床燃焼の際の
燃焼システム、運転条件によつて大幅に異なるも
のの大略次の通りである。
燃焼炉オーバフロー灰 0〜40wt%
サイクロン灰 30〜60wt%
電気集塵灰 30〜40wt%
このうち燃焼炉オーバフロー灰は通常数mmの塊
状であり、埋立効率は1.4〜1.5Dry−t/m3と大
きい。またアルカリ成分の溶出速度が小さいため
通常、埋立処分などにおける浸漬海水のPHは9.0
以下である。このため、燃焼炉オーバフロー灰は
そのままの状態で埋立処分もしくは投棄処分に供
することができる。一方、集塵機捕集灰(サイク
ロン灰、電気集塵灰)は通常数μ〜数十μの微細
粒子であり、未溶融灰のため形状が非球状であ
り、埋立効率は0.2〜0.5Dry−t/m3と相当に小
さい。因に、通常の微粉炭燃焼灰の埋立効率は約
0.8Dry−t/m3である。なおここで埋立処分時
などの際の埋立効率は通常、突き固め、転圧、振
動などの処置を施さない際のカサ密度に相当す
る。このため、埋立効率の測定方法は粉体では
JIS5101に準拠したものであり、粒状物、塊状物
では自然落下状態にて容器中に充填し測定したも
のである。すなわち埋立効率の測定方法は、カサ
測定器を水平にし、漏斗台に漏斗を取り付け、漏
斗上にふるいを載せ、この漏斗の下方において、
受器を受器台に正しく重ね、試料の1さじをふる
いの上に載せ、これを幾分かた目の小ばけでふる
いの全面を一様に軽くふいて試料を分散落下さ
せ、漏斗を経て受器に受け、試料が受器に山盛り
となるまでこの操作を繰り返し、次に一辺が直線
のへらで山の部分を削り取つた後、受器の内容物
の質量をはかり、次式により埋立効率を求めるも
のである。
埋立効率(Dry−t/m3)=流動床燃焼灰重量/受器の
内容積
また粒状物、塊状物の場合は、造粒処理を施し
た流動床燃焼灰を1メスシリンダー中へ自然落
下にて充填し、充填した流動床燃焼灰重量(ただ
し造粒処理前の減灰量)および見掛の体積を測定
し、次式によりカサ密度(埋立効率に相当する)
を求める。
カサ密度(Dry−t/m3)=流動床燃焼灰重量/見掛の
体積
埋立効率の小さい燃焼灰では、埋立処分地の使
用寿命が大幅に短縮されるとともに、処分場への
輸送の際のトラツクなどの容積効率が低下し搬送
費用が増加する。また集塵機捕集灰は微細なため
表面積が大きくなりかつ処分場などでの海水域に
おける沈降速度が小さく、埋立処分または投棄処
分の際に流動床燃焼灰からのアルカリ成分の溶出
量が大となり、通常浸漬海水のPHは9〜11とな
る。浸漬海水を海域などの公共用水域に排出する
際の水質は水質汚濁防止法に基づく排水基準によ
つてPH5.0〜9.0と規制されており、中和処理など
の対策が不可欠である。また通常の微粉炭燃焼灰
の埋立処分などにおいては粉塵防止のため、混水
量20〜40%の水分の添加による加湿処理または加
湿混練処理が実施されており、流動床燃焼灰の埋
立処分などにおいても同様の加湿処理または加湿
混練処理が考えられる。しかしながら、流動床燃
焼の加湿処理または加湿混練処理は粉塵防止には
効果的であるが、埋立効率の向上ならびに埋立処
分地などにおける浸漬海水のPH抑制には効果が認
められない。すなわち、混水量10〜60%での加湿
処理または加湿混練処理では、埋立効率は粉体状
態とほとんど差異がなく、また埋立処分地などに
おける浸水海水のPHについてもPHの抑制効果は認
められずむしろPHが上昇することもある。このた
め、流動床燃焼灰のうち集塵機捕集灰(サイクロ
ン灰、電気集塵灰)の円滑なる埋立処分または投
棄処分にとつては、簡素な操作でかつ安価に流動
床燃焼灰の埋立効率を増大させ、かつ埋立処分地
などでの浸漬海水のPHを排水基準における規制値
内に抑制する処理方式が望まれている。
本発明は上記の諸点に鑑み、流動床燃焼灰の埋
立処分または投棄処分を円滑に実施すべく、埋立
効率の向上ならびに浸漬海水のPHを規制値以下に
抑制することを目的としてなされたもので、燃料
としての石炭および脱硫剤としての石灰石より構
成される流動床における流動床燃焼の際に発生す
る石炭灰および脱硫済脱硫剤からなる流動床燃焼
灰のうち集塵機であるサイクロンまたは電気集塵
機にて捕集される燃焼灰中のCa/Sモル比が6
以下の燃焼灰を海水域に埋立処分または投棄処分
する際に、混水量が20〜70%、望ましくは30〜60
%となるよう海水または淡水を流動床燃焼灰に添
加しつつ、粒径が2〜10mm、望ましくは3〜6mm
となるよう造粒処理を施し、ついで常温の大気中
にて5〜120時間養生した後、埋立処分または投
棄処分することを特徴とする石灰焚流動床ボイラ
発生灰の処理方法を提供するものである。
以下、本発明の構成を詳細に説明する。まず流
動床燃焼灰の加湿造粒において造粒過程時に生じ
る圧密作用によつて造粒物の空〓率が小さくな
り、埋立効率が増大する。また流動床燃焼灰中の
脱硫済脱硫剤に含まれる生石灰、型無水セツコ
ウの水分存在下での自己凝結性によつて造粒直後
においても輸送、ハンドリングなどの際に崩壊し
ない程度の機械的強度を発現する。一方、造粒処
理後の常温での養生期間中に流動床燃焼灰中の成
分の水和反応によつてエトリンガイト(3CaO・
Al2O3・3CaSO4・32H2O)が生成し、造粒物の
強度はさらに増加する。このように、流動床燃焼
灰はその固有の性状により適切な造粒処理を施す
ことによつて埋立効率が大きい造粒物とすること
ができる。また流動床燃焼灰の造粒処理後の大気
中での養生によつて埋立処分時の浸漬海水のPHが
9.0以下と低いのは次の現象によるものである。
(1) 造粒処理によつて処分地における海水と接触
する表面積が小さくなるとともに、海水域での
沈降速度が大きくなり、流動床燃焼灰からのア
ルカリ成分の溶解量が小さくなる。
(2) 流動床燃焼灰中の成分と水分による水和反応
によつて流動床燃焼灰表面にエトリンガイト層
が生成し、生石灰などのアルカリ成分が内部に
封じこめられる。
(3) 流動床燃焼灰の造粒物と海水との接触によつ
て、海水中に存在する塩化マグネシウムと流動
床燃焼灰中の生石灰および/または消石灰との
反応によつて流動床燃焼灰表面に水酸化マグネ
シウム皮膜が形成され、アルカリ成分の溶出が
抑制される。
なお造粒物の粒径は2〜10mm、望ましくは3〜
6mmが適切である。ここで、流動床燃焼灰の加湿
造粒に使用される造粒機は、通常市販されている
各種の造粒機が適用できるものの、成形性、設備
費、ランニングコストならびに保守維持性を考慮
すれば、転動皿型造粒機、ドラム型造粒機、ブリ
ケツト型圧縮造粒機が適切である。このように本
発明の目的とするところは流動床燃焼灰の加湿造
粒後常温にて大気養生を施すことによつて、流動
床燃焼灰の埋立効率を向上させるとともに浸漬海
水のPHを9.0以下とするところにある。
つぎに、実施例および比較例について説明す
る。
実施例および比較例に用いた流動床燃焼灰の構
成成分は表1の如くである。流動床燃焼灰の埋立
効率測定方法および流動床燃焼灰造粒物の埋立効
率測定方法は前述の方法を用いた。また流動床燃
焼灰浸漬海水のPH測定方法は、1用メスシリン
ダー中に海水900mlを注入し、上部より流動床燃
焼灰(加湿混練物、造粒物)100gを自然落下さ
せた後にPHを測定する方法を用いた。
The present invention aims to dispose of coal ash, which is a fuel, and limestone, which is a desulfurizing agent, generated during fluidized bed combustion in a fluidized bed, and ash, which is composed of a desulfurized desulfurizing agent, by burying it in seawater. Or a dumping method, specifically, by subjecting the fluidized bed combustion ash to a humidified granulation process to form granular compacts and then curing them in the air at room temperature, the landfill efficiency (Dry-t/m3 ) can be improved. :Fluidized bed combustion ash that improves the amount of fluidized bed combustion ash that can be disposed of per unit volume of ash disposal site, and maintains the PH of immersed seawater in the disposal site at 9.0 or less, which is within the regulated value in the drainage standards. This relates to a processing method. In recent years, in Japan, in order to deal with the international oil supply instability that has been occurring since the oil crisis of the 1970s, the development of oil-alternative energy has become a national issue, and coal energy has been highlighted as one of these. Conventionally, pulverized coal combustion has been the main combustion method when coal is used as fuel, but recently fluidized bed combustion has been attracting attention as a new combustion method. This is a method in which lime, which is a fuel, and limestone, which is a desulfurization agent for in-furnace desulfurization, are input to form a fluidized bed inside the boiler. Compared to the conventional pulverized coal combustion method, the fluidized bed combustion method requires a smaller furnace volume, resulting in a smaller boiler volume.Secondly, there are fewer restrictions regarding the type of combustion lime, and thirdly, the combustion temperature is between 750 and 950℃. It has advantages such as low-temperature combustion and low generation of thermal NOx, and fourthly, a large overall heat transfer coefficient on the surface of the heat transfer water tube. On the other hand, one of the issues related to the practical application of fluidized bed combustion is the problem of ash treatment due to the unique characteristics of fluidized bed combustion ash. Compared to conventional pulverized coal combustion ash, fluidized bed combustion ash has a lower combustion temperature and is unmelted ash, and it also contains a desulfurized desulfurization agent consisting of quicklime (CaO) and type anhydrous ash (CaSO 4 ). This is the main feature. Traditionally, most of the coal ash generated in Japan has come from pulverized coal combustion, with some of it being reused as cement admixtures and cement raw materials, and the rest being disposed of in landfills or dumped. Therefore, although it is possible that fluidized bed combustion ash can be used effectively as a resource or disposed of in landfills, it is still necessary to establish a unique effective utilization or disposal method that fully takes into account the unique characteristics of fluidized bed combustion ash. This is extremely important for the practical application of bed-fired boilers, and especially for the large-scale treatment of fluidized-bed combustion ash, it is essential to first establish technology that can smoothly carry out landfill or dumping disposal. When disposing of fluidized bed combustion ash in a landfill or dumping, the main problems caused by the unique characteristics of fluidized bed combustion ash are: firstly, the combustion temperature is low and it is unmelted ash, so the shape is non-spherical; The second reason is that unreacted quicklime is present in the desulfurized desulfurization agent, and fluidized bed combustion ash usually contains 5 to 30% by weight of quicklime, and this large amount of alkaline content makes it difficult to dispose of in landfills. The PH level of leftover water from landfilling at disposal sites is rising, and PH countermeasures are required when discharging leftover water into public water bodies. Generally, fluidized bed combustion ash is classified into combustion furnace overflow ash and dust collector-collected ash (cyclone ash, electrostatically collected ash) depending on the generation system. The proportion of combustion ash generated at these generation locations varies greatly depending on the combustion system and operating conditions during fluidized bed combustion, but is roughly as follows. Combustion furnace overflow ash 0-40wt% Cyclone ash 30-60wt% Electrostatic precipitated ash 30-40wt% Of these, combustion furnace overflow ash is usually in the form of lumps of several mm, and the landfill efficiency is 1.4-1.5Dry-t/m3 . big. In addition, because the elution rate of alkaline components is low, the pH of immersed seawater in landfills is usually 9.0.
It is as follows. Therefore, the combustion furnace overflow ash can be directly disposed of in a landfill or dumped. On the other hand, the ash collected by dust collectors (cyclone ash, electrostatic precipitated ash) is usually fine particles of several microns to several tens of microns, and is non-spherical in shape because it is unmelted ash, and the landfill efficiency is 0.2 to 0.5 Dry-t. / m3 , which is quite small. Incidentally, the landfill efficiency of ordinary pulverized coal combustion ash is approximately
It is 0.8Dry-t/ m3 . Note that the landfill efficiency at the time of landfill disposal generally corresponds to the bulk density when no treatment such as compaction, compaction, or vibration is applied. For this reason, the method for measuring landfill efficiency is
This is in accordance with JIS5101, and measurements are taken by filling granular and lumpy materials into a container while allowing them to fall naturally. In other words, the method for measuring landfill efficiency is to hold the bulk measuring device horizontally, attach a funnel to the funnel stand, place a sieve on the funnel, and place the sieve below the funnel.
Stack the receivers correctly on the receiver stand, place one spoonful of the sample on the sieve, and lightly wipe the entire surface of the sieve with a small sieve of slightly different diameter to disperse the sample, then open the funnel. Repeat this operation until the sample is piled up in the receiver. Next, scrape off the peak with a straight-sided spatula, then measure the mass of the contents in the receiver, and use the following formula. It seeks landfill efficiency. Landfill efficiency (Dry-t/m 3 ) = Fluidized bed combustion ash weight / Receiver internal volume In the case of granular or lumpy materials, the granulated fluidized bed combustion ash falls naturally into a measuring cylinder. The weight of the packed fluidized bed combustion ash (however, the amount of ash reduction before granulation treatment) and the apparent volume were measured, and the bulk density (corresponding to landfill efficiency) was calculated using the following formula.
seek. Bulk density (Dry-t/ m3 ) = Fluidized bed combustion ash weight/apparent volume Combustion ash with low landfill efficiency significantly shortens the useful life of the landfill site, and when transported to the disposal site. The volumetric efficiency of trucks, etc. will decrease and transportation costs will increase. In addition, since the ash collected by the dust collector is fine, it has a large surface area and has a low settling rate in seawater at disposal sites, etc., and the amount of alkaline components leached from the fluidized bed combustion ash becomes large when it is disposed of in a landfill or dumped. Normally, the pH of immersed seawater is between 9 and 11. The quality of water when immersed seawater is discharged into public waters such as sea areas is regulated to a pH of 5.0 to 9.0 by wastewater standards based on the Water Pollution Control Law, and countermeasures such as neutralization treatment are essential. In addition, when disposing of pulverized coal combustion ash in a landfill, etc., humidification treatment or humidification kneading treatment by adding 20 to 40% water is carried out to prevent dust, and when disposing of fluidized bed combustion ash in a landfill, etc. A similar humidification treatment or humidification kneading treatment can also be considered. However, although fluidized bed combustion humidification treatment or humidification kneading treatment is effective in preventing dust, it is not effective in improving landfill efficiency or suppressing the pH of immersed seawater in landfill sites. In other words, in humidification treatment or humidification kneading treatment with a mixed water content of 10 to 60%, there is almost no difference in landfill efficiency from that of powder, and no effect on the PH of flooded seawater at landfill sites was observed. In fact, the PH may increase. For this reason, for smooth landfill disposal or dumping of dust collector-collected ash (cyclone ash, electrostatic precipitated ash) among fluidized bed combustion ash, it is possible to improve the landfill efficiency of fluidized bed combustion ash with simple operations and at low cost. There is a need for a treatment method that can increase the pH of immersed seawater at landfill sites and other sites and keep it within the regulated values in wastewater standards. In view of the above points, the present invention was made with the aim of improving the landfill efficiency and suppressing the PH of immersed seawater to below the regulatory value, in order to smoothly carry out the landfill disposal or dumping of fluidized bed combustion ash. , Coal ash generated during fluidized bed combustion in a fluidized bed consisting of coal as a fuel and limestone as a desulfurizing agent and fluidized bed combustion ash consisting of a desulfurized desulfurizing agent are collected using a cyclone or an electrostatic precipitator, which is a dust collector. The Ca/S molar ratio in the collected combustion ash is 6.
When the following combustion ash is disposed of in a landfill or dumped in seawater, the amount of mixed water is 20 to 70%, preferably 30 to 60%.
While adding seawater or fresh water to the fluidized bed combustion ash so that the particle size is 2 to 10 mm, preferably 3 to 6 mm.
The present invention provides a method for treating ash generated from a lime-fired fluidized bed boiler, which comprises granulating the ash so that the ash becomes granulated, then curing it in the air at room temperature for 5 to 120 hours, and then disposing of it in a landfill or dumping. be. Hereinafter, the configuration of the present invention will be explained in detail. First, in humidified granulation of fluidized bed combustion ash, the porosity of the granules is reduced due to the compaction effect that occurs during the granulation process, increasing landfill efficiency. In addition, due to the quicklime contained in the desulfurized desulfurization agent in the fluidized bed combustion ash, and the self-condensation property of molded anhydrous slag in the presence of moisture, it has mechanical strength that does not collapse during transportation or handling even immediately after granulation. Express. On the other hand, during the curing period at room temperature after the granulation process, ettringite (3CaO.
Al 2 O 3 .3CaSO 4 .32H 2 O) is generated, and the strength of the granules further increases. In this way, fluidized bed combustion ash can be made into granules with high landfill efficiency by subjecting it to appropriate granulation treatment due to its unique properties. In addition, curing in the atmosphere after granulation of fluidized bed combustion ash reduces the pH of immersed seawater during landfill disposal.
The low value of 9.0 or less is due to the following phenomenon. (1) The granulation process reduces the surface area in contact with seawater at the disposal site, increases the sedimentation rate in the seawater, and reduces the amount of alkaline components dissolved from the fluidized bed combustion ash. (2) Due to the hydration reaction between the components in the fluidized bed combustion ash and moisture, an ettringite layer is formed on the surface of the fluidized bed combustion ash, and alkaline components such as quicklime are trapped inside. (3) When the granules of fluidized bed combustion ash come into contact with seawater, magnesium chloride present in the seawater reacts with quicklime and/or slaked lime in the fluidized bed combustion ash. A magnesium hydroxide film is formed on the surface, suppressing the elution of alkaline components. The particle size of the granulated material is 2 to 10 mm, preferably 3 to 10 mm.
6mm is appropriate. Although various commercially available granulators can be used as the granulator used for humidified granulation of fluidized bed combustion ash, consideration must be given to formability, equipment costs, running costs, and maintenance. For example, a rolling plate type granulator, a drum type granulator, and a briquette type compression granulator are suitable. As described above, the purpose of the present invention is to improve the landfill efficiency of fluidized bed combustion ash and reduce the pH of immersed seawater to 9.0 or less by curing the fluidized bed combustion ash in the air at room temperature after humidification and granulation. There it is. Next, Examples and Comparative Examples will be described. The constituent components of the fluidized bed combustion ash used in the Examples and Comparative Examples are shown in Table 1. The methods described above were used to measure the landfill efficiency of fluidized bed combustion ash and the landfill efficiency of fluidized bed combustion ash granules. To measure the pH of seawater immersed in fluidized bed combustion ash, 900ml of seawater is poured into a measuring cylinder for 1, and 100g of fluidized bed combustion ash (humidified kneaded product, granulated product) is allowed to fall naturally from the top, and then the PH is measured. We used the following method.
【表】
実施例 1、2
表1に示す燃焼灰A、B、Cを転動皿型造粒機
(皿径1m)を用いて造粒した。造粒条件は表2
に示す如くであつた。造粒物は粒径3〜6mmであ
り、この造粒物を高さ2mの所からコンクリート
床上に落下しても全く破壊しなかつた。[Table] Examples 1 and 2 Combustion ashes A, B, and C shown in Table 1 were granulated using a rolling dish granulator (dish diameter: 1 m). Table 2 shows the granulation conditions.
It was as shown below. The granulated material had a particle size of 3 to 6 mm, and even when the granulated material was dropped from a height of 2 m onto a concrete floor, it did not break at all.
【表】
表2における燃焼灰Aを2日間常温大気養生し
た場合を実施例1、燃焼灰Bを2日間常温大気養
生した場合を実施例2とし、埋立効率を求めると
表3の如くであつた。
比較例 1〜3
表1に示す燃焼灰A、Bに、通常の微粉炭燃焼
灰にて粉塵発生防止のために実施されている加湿
処理(この場合は混水量40%)を施した。燃焼灰
Aの場合を比較例1、燃焼灰Bの場合を比較例2
とした。また表2に示す燃焼灰Cを造粒したもの
を2日間常温大気養生した場合を比較例3とし
た。これらについて埋立効率を求めると表3の如
くであつた。なお流動床燃焼灰投入前の海水のPH
は8.2〜8.3であつた。[Table] Example 1 is the case where combustion ash A in Table 2 is cured in the air at room temperature for 2 days, Example 2 is the case where combustion ash B is cured in the air at room temperature for 2 days, and the landfill efficiency is as shown in Table 3. Ta. Comparative Examples 1 to 3 Combustion ashes A and B shown in Table 1 were subjected to humidification treatment (in this case, the amount of mixed water was 40%), which is carried out on ordinary pulverized coal combustion ashes to prevent dust generation. Comparative Example 1 for combustion ash A, Comparative Example 2 for combustion ash B
And so. Comparative Example 3 was obtained by curing granulated combustion ash C shown in Table 2 in the air at room temperature for 2 days. The landfill efficiency of these items was determined as shown in Table 3. In addition, the pH of seawater before fluidized bed combustion ash is added.
was 8.2-8.3.
【表】
表3より、流動床燃焼灰のうち集塵機捕集灰に
加湿造粒処理を施した後に、常温の大気中にて養
生することによつて、埋立効率が著しく向上する
とともに浸漬海水のPHを排水基準における規制値
内に抑制させることができることがわかる。
以上説明したように、本発明によれば石炭を燃
料とする流動床燃焼の際に発生する流動床燃焼灰
の海水域への埋立処分または投棄処分の際に埋立
効率を著しく向上させることができるとともに浸
漬海水のPHを排水基準における規制値内の9.0以
下とすることが可能であり、本発明は流動床燃焼
灰の埋立処分または投棄処分を円滑に実施し、国
土の活用に寄与する技術としてきわめて有益であ
る。[Table] From Table 3, it can be seen that by humidifying and granulating the ash collected by the dust collector among the fluidized bed combustion ash and then curing it in the air at room temperature, the landfill efficiency is significantly improved, and the immersed seawater It can be seen that the PH can be suppressed to within the regulated values in the wastewater standards. As explained above, according to the present invention, it is possible to significantly improve the landfill efficiency when the fluidized bed combustion ash generated during fluidized bed combustion using coal as fuel is disposed of in a sea area or disposed of in a landfill or dumped. At the same time, it is possible to reduce the PH of the immersed seawater to 9.0 or less, which is within the regulated value in the wastewater standards.The present invention is a technology that smoothly implements the landfill or dumping of fluidized bed combustion ash and contributes to the utilization of national land. Extremely useful.
Claims (1)
石から構成される流動床における流動床燃焼の際
に発生する石炭灰および脱硫済脱硫剤からなる流
動床燃焼灰のうち、集塵機であるサイクロンおよ
び/または電気集塵機にて捕集される燃焼灰中の
Ca/Sモル比が6以下の燃焼灰を海水域に埋立
処分または投棄処分する際に、混水量が20〜70%
となるよう海水または淡水を流動床燃焼灰に添加
しつつ、粒径が2〜10mmとなるよう造粒処理を施
し、ついで常温の大気中にて5〜120時間養生し
た後、埋立処分または投棄処分することを特徴と
する石炭焚流動床ボイラ発生灰の処理方法。1 Among coal ash generated during fluidized bed combustion in a fluidized bed consisting of coal as a fuel and limestone as a desulfurizing agent and fluidized bed combustion ash consisting of a desulfurized desulfurizing agent, cyclone and/or electric dust collectors are used. In the combustion ash collected by the dust collector
When combustion ash with a Ca/S molar ratio of 6 or less is landfilled or dumped in seawater, the amount of mixed water is 20 to 70%.
While adding seawater or fresh water to the fluidized bed combustion ash, it is granulated to a particle size of 2 to 10 mm, then cured in the air at room temperature for 5 to 120 hours, and then disposed of in a landfill or dumped. A method for processing ash generated from a coal-fired fluidized bed boiler, the method comprising: disposing of the ash.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58077129A JPS59203681A (en) | 1983-04-30 | 1983-04-30 | Treatment of ash formed in coal-burning fluidized-bed boiler |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58077129A JPS59203681A (en) | 1983-04-30 | 1983-04-30 | Treatment of ash formed in coal-burning fluidized-bed boiler |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59203681A JPS59203681A (en) | 1984-11-17 |
| JPS637112B2 true JPS637112B2 (en) | 1988-02-15 |
Family
ID=13625180
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP58077129A Granted JPS59203681A (en) | 1983-04-30 | 1983-04-30 | Treatment of ash formed in coal-burning fluidized-bed boiler |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59203681A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01149409U (en) * | 1988-04-02 | 1989-10-17 |
-
1983
- 1983-04-30 JP JP58077129A patent/JPS59203681A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01149409U (en) * | 1988-04-02 | 1989-10-17 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59203681A (en) | 1984-11-17 |
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