JPH0138069B2 - - Google Patents

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Publication number
JPH0138069B2
JPH0138069B2 JP20680484A JP20680484A JPH0138069B2 JP H0138069 B2 JPH0138069 B2 JP H0138069B2 JP 20680484 A JP20680484 A JP 20680484A JP 20680484 A JP20680484 A JP 20680484A JP H0138069 B2 JPH0138069 B2 JP H0138069B2
Authority
JP
Japan
Prior art keywords
fluidized bed
weight
coal
bed 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
Application number
JP20680484A
Other languages
Japanese (ja)
Other versions
JPS6186461A (en
Inventor
Hiroyuki Matsumura
Taisuke Shibata
Tomoaki Takada
Jun Tatebayashi
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.)
Kawasaki Heavy Industries Ltd
Original Assignee
Kawasaki Heavy Industries 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 Kawasaki Heavy Industries Ltd filed Critical Kawasaki Heavy Industries Ltd
Priority to JP59206804A priority Critical patent/JPS6186461A/en
Publication of JPS6186461A publication Critical patent/JPS6186461A/en
Publication of JPH0138069B2 publication Critical patent/JPH0138069B2/ja
Granted legal-status Critical Current

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Classifications

    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04—Waste materials; Refuse
    • C04B18/06—Combustion residues, e.g. purification products of smoke, fumes or exhaust gases
    • C04B18/061—Ashes from fluidised bed furnaces
    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00—Technologies for solid waste management
    • Y02W30/50—Reuse, recycling or recovery technologies
    • Y02W30/91—Use of waste materials as fillers for mortars or concrete

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ceramic Engineering (AREA)
  • Combustion & Propulsion (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

産業上の利用分野 本発明は、燃料である石炭および脱硫剤である
石炭石から構成される流動層における流動層燃焼
の際に発生する石炭灰および使用済脱硫剤からら
なる混合粉体を主原料として硬化体を製造する方
法、詳しくは上記混合粉体に水を加えて混練し、
粒状物あるいはスラリーにした後、養生する(具
体的には湿空養生後、水蒸気処理する)ことによ
り、硬化体を製造するに際して、混合粉体の塑性
限界の3/7〜6/7の水でもつて予め充分混練したの
ち、さらに水を加えて混練することを特徴とする
硬化体の製造方法に関するものである。 従来の技術 近年我国においては、1973年の石油危機以来の
国際的な石油供給不安によつて多大なる石油輸入
量の確保が難しくなり、エネルギ需給状態におけ
る石油依存度を小さくするための石油代替エネル
ギの開発が国家的な課題となり、石炭エネルギが
1つの柱として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、最近流動層燃焼方式
が注目されている。この流動層燃焼方式は、通
常、炉内脱硫方式が採用され、燃料である石炭と
炉内脱硫のための脱硫剤である石炭石を投入しボ
イラ内にて流動層を構成させる方式である。流動
層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に燃料石炭の品種に関する制約が
少ないこと、第3に750〜850℃の低温燃焼が可能
であり、灰の凝結に関するトラブルがなくサーマ
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、流動層燃焼技術の実用化の課題
として灰処理上の問題がある。流動層燃焼の際に
発生する灰は、いわゆる石炭灰と使用済脱硫剤か
らなり、使用済脱硫剤は脱硫生成物である型無
水石こうと未反応の生石灰から構成されている。
石炭燃焼ガス中の硫黄酸化物の除去効率、すなわ
ち脱硫率を大きくするため、通常Ca/Sのモル
比が3〜6となるように石炭石の投入量が設定さ
れており、750〜850℃における硫黄酸化物との反
応により石炭石が生石灰および型無水石こうと
なり、石炭灰とともに排出される。流動層燃焼灰
の発生量は使用石炭の品種、脱硫率、ボイラの運
転条件などにより相当に異なるが、通常、石炭
灰、型無水石こう、生石灰の発生量はそれぞれ
使用石炭量のほぼ15〜20重量%、1〜10重量%、
1〜10重量%である。 発明が解決しようとする問題点 従来、我国における発生石炭灰の大部分は微粉
炭燃焼によるものであり、そのうち約10〜20重量
%はフライアツシユとしてセメント混和材、セメ
ント原料などに再利用され残りは埋立地に廃棄さ
れていた。しかしながら、セメント原料への再利
用および埋立地への廃棄のいずれにおいても、将
来の石炭灰の大量発生に充分対処し得ることは期
待できないのが現状である。このように微粉炭燃
焼灰においても、石炭灰の処理方法が大きな問題
になりつつあり、流動層燃焼灰についても石炭火
力発電所などにおける流動層燃焼による本格的な
石炭利用の際にきわめて多量の流動層燃焼灰が発
生することを考慮すると、流動層燃焼灰として独
自の処分方式を確立することが流動層燃焼技術の
実用化にとつてきわめて重要な課題となつてい
る。また流動層燃焼灰の大量処分方式の確立に
は、資源としての有効再利用が必須である。これ
はまず第1に国産資源の乏しい我国においては、
単なる廃棄でない再利用が省資源・省エネルギに
直接結びつくこと、第2に環境破壊がきわめて少
ないことに基づくものである。 本発明は上記の諸点に鑑み、流動層燃焼灰を土
木建築分野にて資源として大量に活用すべく、流
動層燃焼灰を原料として機械的強度の大きい硬化
体を作製することを目的としてなされたものであ
る。 問題点を解決するための手段および作用 本発明の流動層燃焼灰を主原料とする硬化体の
製造方法は、燃料としての石炭および脱硫剤とし
ての石炭石から構成される流動層における流動層
燃焼の際に発生する石炭灰および使用済脱硫剤
に、石炭灰分60〜85重量%、石炭分10〜25重量
%、石こう分5〜25重量%の配合割合となるよう
に、生石灰または/および消石灰、ならびに型
無水石こう、半水石こうまたは/および2水石こ
うを必要に応じて添加して混合粉体を調製し、こ
の混合粉体に水を加えて混練した後、養生する方
法において、混合粉体の塑性限界の3/7〜6/7の水
を混合粉体に加えて予め充分混練した後、さらに
水を加えて混練することを特徴としている。混合
粉体の塑性限界の3/7〜6/7の水を加えて予め充分
混練した後、さらに水を加えて混練して粒状物ま
たはスラリーにした後、通常は、加圧成形または
流し込み成形を行い、湿空養生し、さらに65〜90
℃の比較的低温の常圧水蒸気にて処理する。また
上記粒状物を成形することなく、湿空養生し、さ
らに65〜90℃の常圧水蒸気にて処理することもあ
る。さらに常圧水蒸気にて処理することにより得
られた硬化体を、粒径40mm以下の粒状硬化体に粉
砕することもある。 以下、本発明の構成を詳細に説明する。一般に
流動層燃焼灰の代表的性状である成分組成は使用
する石炭の品種に大きく存在する。まず第1に石
炭の産出地によつて燃焼残渣であるSiO2、
Al2O3、CaO、Fe2O3、Na2O、K2Oなどの成分の
配合割合が異なり、第2に石炭中の硫黄含有量に
よつて脱硫生成物である型無水石こうおよび未
反応の脱硫剤である生石灰の含有量が異なる。こ
のため流動層燃焼灰を主原料とする水蒸気処理に
よる高強度の硬化体の作製の際には、流動層燃焼
灰の性状によつて硬化体の適正製造条件は異な
る。主な製造条件は、必要な際に添加される生石
灰などおよび/または型無水石こうなどの量、
混練条件、湿空養生条件、水蒸気処理条件などで
ある。 流動層燃焼灰を主原料とする硬化体の製造条件
と硬化体の性状との関係は概略つぎの通りであ
る。水蒸気処理により生成する硬化体の主成分は
エトリンガイド(3CaO・Al2O3・3CaSO4・
32H2O)、種々の形態のケイ酸カルシウム水和物
(XCaO・YSiO2・ZH2O)であるが、強度メンバ
ーとして最も寄与するものはエトリンガイドであ
る。まず原料混合粉体中の型無水石こう含有量
および/または生石灰含有量が少ない際には、カ
ルシウムモノサルフオアルミネート水和物
(3CaO・Al2O3・CaSO4・12H2O)が主成分とな
り硬化体の強度は小さいが、型無水石こう含有
量および/または生石灰含有量が大きくなるにし
たがつてエトリンガイド量が多くなり硬化体の強
度も大きくなる。さらに型無水石こうおよび/
または生石灰含有量が多くなると、水蒸気処理時
に反応にあずからない遊離の石こうおよび/また
は消石灰が生じ硬化体の強度は低下する。水蒸気
処理による硬化体の機械的強度が最も大きくなる
最適成分配合は、生石灰および型無水石こう以
外の石炭灰分60〜85重量%、生石灰分10〜25重量
%、型無水石こう5〜25重量%である。生石灰
分および/または型無水石こう分が最適成分配
合より少ない際には、生石灰分および/または
型無水石こうの添加が必要である。添加の際には
生石灰の代替として消石灰を用いてもよく、また
型無水石こうの代りに半水石こうまたは/およ
び2水石こうを用いてもよい。なお消石灰の配合
割合が30重量%を越えると、水蒸気処理後に多く
の消石灰が残り、乾燥零囲気下では消石灰が炭酸
カルシウムになり、その際の反応膨張によりヘア
クラツク(ミクロクラツク)が多数発生し、製品
性が劣化する。 一方、混練条件も硬化体の性状に大きな影響を
及ぼす。流動層燃焼灰中の生石灰は、通常型無
水石こうによつて被覆されているため、被覆され
ていない生石灰と比べて水による消化反応速度が
緩慢であり、混合粉体を所定量の水で一度に混練
し、常圧水蒸気処理によつて高強度硬化体の製造
可能である。しかしながら、流動層燃焼灰中の生
石灰が型無水石こうによつて充分被覆されてい
ないか、生石灰の割合がが多い際には、混合粉体
を所定量の水で一度に混練すると、急激なる消化
反応によつて混練物の温度が急上昇し、凝結硬化
反応が進行し、搬送性に支障をきたすとともに常
圧水蒸気処理によつても高強度硬化体の製造が困
難となる。このような際には予めエトリンガイド
などの水和反応が進行せず、かつ生石灰の消化に
必要なる水でもつて混練し、生石灰の消化を充分
進行させた後、さらに水を加えて混練し、常圧水
蒸気処理を施すことによつて高強度硬化体の製造
が可能である。予備混練で添加する水の量は混合
粉体の塑性限界の3/7〜6/7が適正である。すなわ
ち塑性限界の3/7よりも少ないと生石灰の消化反
応速度が終了するのに長時間を要し、6/7よりも
多いと生石灰の消化反応ならびにエトリンガイト
などの水和反応が急速に進行し凝結硬化するため
である。なお予備混練時間は生石灰の活性度合、
混練容量などによつて異なるが通常10〜30分が好
適である。 養生条件は、養生温度および養生時間が主な要
因である。養生処理は水和反応を緩慢に進行さ
せ、65〜90℃の水蒸気処理時の水和反応膨張に耐
え得る適正強度とし、水蒸気処理により高強度硬
化体を作成することを目的とする。すなわち養生
温度が低いか、養生時間が短いと養生処理後の硬
化体の強度が小さくなり、65〜90℃の水蒸気処理
によりクラツクが多数発生し、硬化体強度が低下
する。一方養生温度が高すぎると養生時にクラツ
クが発生し、また養生時間が長すぎると太い結晶
の生成量が多くなつて、水蒸気処理により生成す
る斜状晶の生成物が少なくなつて、いずれも硬化
体強度が低下する。また相対湿度が80%よりも低
いと、水が蒸発し水和反応が充分進行しなくな
る。このため高強度硬化体製造のためには、常温
〜60℃(望ましくは35〜60℃)、相対湿度80%以
上で5〜25時間養生するのが適切である。また養
生温度を高くすることにより、高強度硬化体製造
のため養生時間を大幅に短縮化でき、硬化体の工
業的大規模製造時の工程が著しく簡素化されるこ
とになる。 水蒸気処理条件は処理温度および処理時間が主
な要因である。一般に水蒸気処理時間が短いか、
水蒸気処理温度が低い際には、水和硬化体はカル
シウムモノサルフオアルミネート水和物、2水石
こう、エトリンガイトの混合物からなり強度は小
さく、水蒸気処理時間が長くなるか、水蒸気処理
温度が高くなるにしたがつてエトリンガイトの生
成量が多くなり強度も大きくなる。水蒸気処理を
長時間にわたり実施するか、水蒸気処理温度を高
くしすぎるとエトリンガイトは耐熱性に欠けるた
め、生成したエトリンガイトは無水石こうとカル
シウムアルミネート水和物に分解し、粒状硬化体
の強度は低下する。 適正なる水蒸気処理条件は燃焼灰の水和反応性
などに異なり、流動層燃焼灰においては65〜90℃
の温度で、5〜15時間、常圧水蒸気処理すること
により高強度粒状硬化体が得られる。なお水蒸気
処理温度が高くなるに伴い、水蒸気処理時間は短
くて高強度硬化体が得られる。このように流動層
燃焼灰を主原料とする硬化体の製造の際には、流
動層燃焼灰の性状などに合わせて、添加水量、混
練条件ならびに養生条件、水蒸気処理条件を適切
に選定することが必要である。 本発明による硬化体は高強度であり、人工魚
礁、土木用ブロツクなどの利用が期待される。ま
た本発明による硬化体を、混練時にあるいは粉砕
により粒状化することによつて道路材料、埋め戻
し材料ならびに地盤改良材などの土木材料として
の利用も期待でき、その際の主たる特徴は次の通
りである。まず第1に、単位体積重量が従来の類
似材料である砕石、砂利よりも相当に小さく、な
おかつ砕石、砂利とほぼ同等の地盤支持力を呈す
ることである。すなわち、砕石、砂利の1/2〜2/3
の重量でもつて同等の地盤支持力を発揮すること
である。第2に、道路部ならびに埋め戻し部は通
常、湿潤状態かもしくは度の高い状態にあり、こ
のような環境下では本発明による粒状硬化体は経
時的に地盤支持力が増加する特徴と有することで
ある。 実施例 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おける流動層燃焼灰の化学
組成および物性を第1表に、構成化合物割合を第
2表に示す。
Industrial Application Field The present invention mainly uses a mixed powder consisting of coal ash and spent desulfurization agent generated during fluidized bed combustion in a fluidized bed consisting of coal as a fuel and coal stone as a desulfurization agent. A method for producing a cured product as a raw material, in detail, adding water to the above mixed powder and kneading it,
After making it into granules or slurry, it is cured (specifically, steam treated after curing in a humid air), and when producing a hardened product, the water content is 3/7 to 6/7 of the plasticity limit of the mixed powder. The present invention relates to a method for producing a cured product, which is characterized in that after sufficient kneading is carried out in advance, water is further added and kneaded. Conventional Technology In recent years, it has become difficult for Japan to secure a large amount of oil imports due to the international oil supply instability that has been occurring since the 1973 oil crisis. Coal energy development has become a national issue, and coal energy has been highlighted as one of the pillars of energy. Conventionally, pulverized coal combustion has been the main combustion method when coal is used as fuel, but fluidized bed combustion has recently been attracting attention. This fluidized bed combustion method usually employs an in-furnace desulfurization method, in which coal as a fuel and coal stone as a desulfurizing agent for in-furnace desulfurization are input to form a fluidized bed in a boiler. Compared to the conventional pulverized coal combustion method, the fluidized bed combustion method has the following advantages: firstly, the furnace volume is smaller and the boiler volume is smaller; secondly, there are fewer restrictions on the type of fuel coal; It has the advantages of being able to burn at a low temperature of °C, having no problems with ash condensation, and generating little thermal NOX, and fourth, having a large overall heat transfer coefficient on the surface of the heat transfer water tube. On the other hand, there is a problem with ash disposal in the practical application of fluidized bed combustion technology. The ash generated during fluidized bed combustion is composed of so-called coal ash and spent desulfurization agent, and the spent desulfurization agent is composed of anhydrous gypsum, which is a desulfurization product, and unreacted quicklime.
In order to increase the removal efficiency of sulfur oxides in coal combustion gas, that is, the desulfurization rate, the amount of coal stone input is usually set so that the Ca/S molar ratio is 3 to 6, and the temperature is 750 to 850℃. Coal stone becomes quicklime and type anhydrous gypsum through reaction with sulfur oxides, which are discharged together with coal ash. The amount of fluidized bed combustion ash generated varies considerably depending on the type of coal used, desulfurization rate, boiler operating conditions, etc., but normally, the amount of coal ash, type anhydride, and quicklime generated is approximately 15 to 20 times the amount of coal used. Weight%, 1-10% by weight,
It is 1 to 10% by weight. Problems to be Solved by the Invention Conventionally, most of the coal ash generated in Japan has come from pulverized coal combustion, of which about 10 to 20% by weight is reused as fly ash for cement admixtures, cement raw materials, etc., and the rest is recycled as fly ash. It had been disposed of in a landfill. However, the current situation is that it cannot be expected that future large quantities of coal ash will be adequately coped with either by reusing it as a raw material for cement or disposing of it in a landfill. In this way, the treatment method of pulverized coal combustion ash is also becoming a major issue, and fluidized bed combustion ash is also being produced in extremely large quantities during full-scale coal utilization through fluidized bed combustion in coal-fired power plants. Considering that fluidized bed combustion ash is generated, establishing a unique disposal method for fluidized bed combustion ash is an extremely important issue for the practical application of fluidized bed combustion technology. Furthermore, in order to establish a mass disposal system for fluidized bed combustion ash, effective reuse as a resource is essential. First of all, in Japan, where domestic resources are scarce,
This is based on the fact that reuse rather than mere disposal directly leads to resource and energy conservation, and secondly, it causes very little environmental damage. In view of the above points, the present invention was made with the aim of producing a hardened body with high mechanical strength using fluidized bed combustion ash as a raw material, in order to utilize fluidized bed combustion ash in large quantities as a resource in the field of civil engineering and construction. It is something. Means and Effects for Solving the Problems The method for producing a hardened body using fluidized bed combustion ash as a main raw material of the present invention is characterized by fluidized bed combustion in a fluidized bed composed of coal as a fuel and coal stone as a desulfurizing agent. Add quicklime or/and slaked lime to the coal ash and spent desulfurization agent generated during , and type anhydrous gypsum, hemihydrate gypsum or/and dihydrate gypsum are added as necessary to prepare a mixed powder, water is added to this mixed powder, kneaded, and then cured. It is characterized in that water in an amount of 3/7 to 6/7 of the plasticity limit of the powder is added to the mixed powder and thoroughly kneaded in advance, and then water is further added and kneaded. After thoroughly kneading the mixed powder by adding 3/7 to 6/7 of the plasticity limit of water, and then adding water and kneading it into granules or slurry, it is usually pressure-molded or cast-molded. 65 to 90 days after curing in a humid air.
Treat with normal pressure steam at a relatively low temperature of ℃. Alternatively, the above-mentioned granules may be cured in a humid air without being molded, and further treated with normal pressure steam at 65 to 90°C. Further, the cured product obtained by treatment with atmospheric pressure steam may be pulverized into granular cured products with a particle size of 40 mm or less. Hereinafter, the configuration of the present invention will be explained in detail. In general, the component composition, which is a typical property of fluidized bed combustion ash, largely depends on the type of coal used. First of all, SiO 2 , which is a combustion residue, depends on the place where the coal is produced.
The blending ratio of components such as Al 2 O 3 , CaO, Fe 2 O 3 , Na 2 O, K 2 O is different, and secondly, the desulfurization product, anhydrous gypsum and non-type anhydrous gypsum, depends on the sulfur content in the coal. The content of quicklime, which is a desulfurizing agent in the reaction, is different. Therefore, when producing a high-strength hardened body by steam treatment using fluidized bed combustion ash as a main raw material, the appropriate manufacturing conditions for the hardened body differ depending on the properties of the fluidized bed combustion ash. The main manufacturing conditions are the amount of quicklime etc. and/or molded anhydrous gypsum etc. added when necessary;
These include kneading conditions, moist air curing conditions, and steam treatment conditions. The relationship between the manufacturing conditions of a hardened body using fluidized bed combustion ash as the main raw material and the properties of the hardened body is roughly as follows. The main component of the hardened material produced by steam treatment is ettrin guide (3CaO・Al 2 O 3・3CaSO 4・
32H 2 O) and various forms of calcium silicate hydrate (XCaO・YSiO 2・ZH 2 O), but the one that contributes the most as a strength member is the ettrin guide. First, when the content of anhydrous gypsum and/or quicklime in the raw material mixed powder is low, calcium monosulfur aluminate hydrate (3CaO・Al 2 O 3・CaSO 4・12H 2 O) is the main Although the strength of the cured product is small, as the content of anhydrous gypsum and/or the content of quicklime increases, the amount of ettrin guide increases and the strength of the cured product also increases. In addition, type anhydrous gypsum and/or
Alternatively, when the quicklime content increases, free gypsum and/or slaked lime that does not participate in the reaction occurs during steam treatment, resulting in a decrease in the strength of the hardened product. The optimum composition of ingredients that maximizes the mechanical strength of the hardened material by steam treatment is 60 to 85% by weight of coal ash other than quicklime and molded anhydrous gypsum, 10 to 25% by weight of quicklime, and 5 to 25% by weight of molded anhydrous gypsum. be. When the quicklime content and/or the type anhydrous gypsum content is less than the optimum component mix, it is necessary to add the quicklime content and/or the type anhydrous gypsum. When adding, slaked lime may be used instead of quicklime, and hemihydrate gypsum and/or dihydrate gypsum may be used instead of type anhydrous gypsum. If the blending ratio of slaked lime exceeds 30% by weight, a large amount of slaked lime will remain after steam treatment, and the slaked lime will turn into calcium carbonate in a dry atmosphere, and the reaction expansion at that time will generate many hair cracks (microcracks), which will deteriorate the product. quality deteriorates. On the other hand, kneading conditions also have a large effect on the properties of the cured product. The quicklime in the fluidized bed combustion ash is coated with ordinary anhydrous gypsum, so the digestion reaction rate with water is slower than that of uncoated quicklime. A high-strength cured product can be produced by kneading and treating with atmospheric pressure steam. However, if the quicklime in the fluidized bed combustion ash is not sufficiently covered with molded anhydrous gypsum, or if the proportion of quicklime is high, if the mixed powder is kneaded with a predetermined amount of water at once, rapid digestion will occur. The temperature of the kneaded material rises rapidly due to the reaction, and the coagulation and hardening reaction progresses, impeding transportability and making it difficult to produce a high-strength cured product even by atmospheric pressure steam treatment. In such a case, if the hydration reaction such as Ettlin Guide does not proceed and the water necessary for the digestion of quicklime is mixed in advance, and after the digestion of quicklime has progressed sufficiently, water is added and kneaded. A high-strength cured product can be produced by subjecting it to atmospheric pressure steam treatment. The appropriate amount of water to be added during preliminary kneading is 3/7 to 6/7 of the plasticity limit of the mixed powder. In other words, if it is less than 3/7 of the plasticity limit, it will take a long time for the digestion reaction of quicklime to complete, and if it is more than 6/7, the digestion reaction of quicklime and the hydration reaction of ettringite etc. will proceed rapidly. This is because it solidifies and hardens. The preliminary kneading time depends on the activity level of quicklime,
Although it varies depending on the kneading capacity etc., 10 to 30 minutes is usually suitable. The main factors for curing conditions are curing temperature and curing time. The purpose of the curing treatment is to allow the hydration reaction to proceed slowly, to obtain an appropriate strength that can withstand the expansion of the hydration reaction during steam treatment at 65 to 90°C, and to create a high-strength cured product by steam treatment. That is, if the curing temperature is low or the curing time is short, the strength of the cured product after curing will be reduced, and many cracks will occur due to steam treatment at 65 to 90°C, resulting in a decrease in the strength of the cured product. On the other hand, if the curing temperature is too high, cracks will occur during curing, and if the curing time is too long, the amount of thick crystals will increase, and the amount of oblique crystals produced by steam treatment will decrease, resulting in hardening. Body strength decreases. Furthermore, if the relative humidity is lower than 80%, water will evaporate and the hydration reaction will not proceed sufficiently. Therefore, in order to produce a high-strength cured product, it is appropriate to cure at room temperature to 60°C (preferably 35 to 60°C) and relative humidity of 80% or higher for 5 to 25 hours. Furthermore, by increasing the curing temperature, the curing time can be significantly shortened to produce a high-strength cured product, and the process for industrial large-scale production of the cured product can be significantly simplified. Steam treatment conditions are the main factors of treatment temperature and treatment time. Steam treatment time is generally short or
When the steam treatment temperature is low, the hydrated hardened product consists of a mixture of calcium monosulfo aluminate hydrate, dihydrate gypsum, and ettringite, and its strength is low, and the steam treatment time becomes longer or the steam treatment temperature becomes higher. As the temperature increases, the amount of ettringite produced increases and the strength also increases. If steam treatment is carried out for a long time or if the steam treatment temperature is too high, ettringite lacks heat resistance, so the generated ettringite will decompose into anhydrous gypsum and calcium aluminate hydrate, and the strength of the granular hardened product will decrease. do. Appropriate steam treatment conditions vary depending on the hydration reactivity of the combustion ash, etc. For fluidized bed combustion ash, the temperature is 65 to 90℃.
A high-strength granular hardened product can be obtained by treating with normal pressure steam at a temperature of 5 to 15 hours. Note that as the steam treatment temperature increases, the steam treatment time becomes shorter and a high-strength cured product can be obtained. In this way, when manufacturing a hardened product using fluidized bed combustion ash as the main raw material, the amount of water added, kneading conditions, curing conditions, and steam treatment conditions must be appropriately selected according to the properties of the fluidized bed combustion ash. is necessary. The cured product according to the present invention has high strength and is expected to be used in artificial reefs, civil engineering blocks, etc. Furthermore, by granulating the hardened product of the present invention during kneading or pulverization, it can be expected to be used as civil engineering materials such as road materials, backfill materials, and ground improvement materials. It is. First, it has a unit volume weight that is considerably smaller than conventional similar materials such as crushed stone and gravel, and yet exhibits ground bearing capacity that is almost equivalent to crushed stone and gravel. i.e. 1/2 to 2/3 of crushed stone and gravel
The objective is to demonstrate the same ground bearing capacity even with the weight of Second, road sections and backfill sections are usually in wet or highly wet conditions, and in such environments, the granular hardened material according to the present invention has the characteristic that the ground bearing capacity increases over time. It is. Examples Next, examples and comparative examples will be described.
The chemical composition and physical properties of the fluidized bed combustion ash in Examples and Comparative Examples are shown in Table 1, and the proportions of constituent compounds are shown in Table 2.

【表】【table】

【表】 流動層燃焼灰および硬化体の試験方法をつぎに
示す。ブレーン比表面積測定は島津製作所製の粉
体比表面積測定器SS−100形を使用し、空気透過
法によつた。液性限界はJIS A 1205(土の液性
限界試験方法)に基づき測定し、塑性限界は
JISA1206(土の塑性限界試験方法)に基づき測定
した。曲げ強度試験は試験片として40×40×160
(mm)のものを使用し、試験装置として丸菱科学
製作所製のMKS改良型万能強度試験機を使用し
た。試験方法は3点曲げ法によつた。圧縮強度試
験は試験片として40×40×40(mm)のものを使用
し、試験装置としてインストロン社製の万能試験
機(最大荷重10トン)を使用した。試験方法は定
たわみ速度法によつた。修正CBRはJIS A
1210(突固めによる土の締固め試験方法)によつ
て上下方向に3層に分けて、各層92回突固めたと
きの最大乾燥密度の95%の締固め度に相当する4
日水浸後のCBRをいい、このCBRはJIS A
1211(路床土支持力比試験方法)により、直径5
cmの貫入棒の貫入抵抗より次式で与えられる。 CBR =貫入量2.5mmのときの荷重(Kg)/1370(Kg)×100
(%) 実施例 1 第1表に示した流動層燃焼灰100重量部に水20
重量部を添加し、15分混練した後、さらに水26重
量部を添加し、2分混練して粒状物にし、この粒
状物を20Kg/cm2Gの圧力にて加圧成形し、50℃、
相対湿度80%以上の湿空下で15時間養生した後、
80℃の常圧水蒸気下で10時間処理し、硬化体を得
た。硬化体の特性は第3表のごとくであつた。 実施例 2 第1表に示した流動層燃焼灰100重量部に水30
重量部添加し、15分間混練したのち、さらに水16
重量部を添加し、2分混練して粒状にし、この粒
状物を20Kg/cm2Gの圧力にて加圧成形し、50℃、
相対湿度80%以上の湿空下で15時間養生した後、
80℃の常圧水蒸気下で10時間処理し、硬化体を得
た。硬化体の特性は第3表のごとくであつた。 実施例 3 第1表に示した流動層燃焼灰100重量部に水30
重量部添加し、15分混練した後、さらに水30重量
部を添加し、3分混練してスラリーにし、このス
ラリーを型枠に流し込み、50℃、相対湿度80%以
上の湿空下で15時間養生した後、80℃の常圧水蒸
気下で10時間処理し、硬化体を得た。硬化体の特
性は第3表のごとくであつた。 比較例 1 第1表に示した流動層燃焼灰100重量部に水を
46重量部添加し、2分混練して粒状物にし、この
粒状物を20Kg/cm2Gの圧力にて加圧成形し、50
℃、相対湿度80%以上の湿空下で15時間養生した
後、80℃の常圧水蒸気下で10時間処理し、硬化体
を得た。硬化体の特性は第3表のごとくであつ
た。 比較例 2 第1表に示した流動層燃焼灰100重量部に水60
重量部添加し、3分混練してスラリーにし、この
スラリーを型枠に流し込み、50℃、相対湿度80%
以上の湿空下で15時間養生した後、80℃の常圧水
蒸気下で10時間処理をし、硬化体を得た。硬化体
の特性は第3表のごとくであつた。
[Table] Test methods for fluidized bed combustion ash and hardened material are shown below. The Blaine specific surface area was measured using a powder specific surface area measuring device model SS-100 manufactured by Shimadzu Corporation, using the air permeation method. The liquid limit is measured based on JIS A 1205 (Soil liquid limit test method), and the plastic limit is
Measured based on JISA1206 (Soil plasticity limit test method). Bending strength test uses 40 x 40 x 160 as a test piece
(mm), and the MKS improved universal strength testing machine manufactured by Marubishi Kagaku Seisakusho was used as the testing device. The test method was a three-point bending method. For the compressive strength test, a 40 x 40 x 40 (mm) specimen was used, and a universal testing machine (maximum load: 10 tons) manufactured by Instron was used as the testing device. The test method was based on the constant deflection rate method. Modified CBR is JIS A
4, which corresponds to a compaction degree of 95% of the maximum dry density when divided into three layers in the vertical direction and tamped each layer 92 times according to 1210 (Test method for soil compaction by compaction).
It refers to CBR after being immersed in water for a day, and this CBR is JIS A.
1211 (subgrade soil bearing capacity ratio test method), diameter 5
The penetration resistance of a penetration rod of cm is given by the following formula. CBR = Load when penetration depth is 2.5mm (Kg) / 1370 (Kg) x 100
(%) Example 1 100 parts by weight of fluidized bed combustion ash shown in Table 1 was mixed with 20 parts by weight of water.
After adding part by weight and kneading for 15 minutes, 26 parts by weight of water was further added and kneaded for 2 minutes to form a granule.The granule was press-molded at a pressure of 20Kg/cm 2 G and heated at 50℃. ,
After curing for 15 hours in a humid atmosphere with a relative humidity of 80% or more,
A cured product was obtained by treatment under normal pressure steam at 80°C for 10 hours. The properties of the cured product were as shown in Table 3. Example 2 Add 30 parts of water to 100 parts by weight of fluidized bed combustion ash shown in Table 1.
After adding 16 parts by weight and kneading for 15 minutes, add 16 parts by weight of water.
parts by weight were added, kneaded for 2 minutes to form granules, and the granules were pressure-molded at a pressure of 20 kg/cm 2 G at 50°C.
After curing for 15 hours in a humid atmosphere with a relative humidity of 80% or more,
A cured product was obtained by treatment under normal pressure steam at 80°C for 10 hours. The properties of the cured product were as shown in Table 3. Example 3 Add 30 parts of water to 100 parts by weight of fluidized bed combustion ash shown in Table 1.
After adding part by weight and kneading for 15 minutes, 30 parts by weight of water was further added and kneaded for 3 minutes to form a slurry. This slurry was poured into a mold and heated at 50℃ and in a humid atmosphere with a relative humidity of 80% or more for 15 minutes. After curing for an hour, it was treated under normal pressure steam at 80°C for 10 hours to obtain a cured product. The properties of the cured product were as shown in Table 3. Comparative Example 1 Water was added to 100 parts by weight of fluidized bed combustion ash shown in Table 1.
Add 46 parts by weight, knead for 2 minutes to form granules, press-form the granules at a pressure of 20 kg/cm 2 G,
After curing for 15 hours in a humid atmosphere at 80°C and relative humidity of 80% or more, the material was treated for 10 hours under normal pressure steam at 80°C to obtain a cured product. The properties of the cured product were as shown in Table 3. Comparative Example 2 Add 60 parts of water to 100 parts by weight of fluidized bed combustion ash shown in Table 1.
Add part by weight, knead for 3 minutes to make a slurry, pour this slurry into a mold, and heat at 50℃ and relative humidity 80%.
After curing in the above humid atmosphere for 15 hours, it was treated under normal pressure steam at 80°C for 10 hours to obtain a cured product. The properties of the cured product were as shown in Table 3.

【表】 実施例 3 第3表の実施例2に示す粉砕前の硬化体をジヨ
ークラツシヤーにて粉砕し、20mm以下100重量%、
10mm以下70重量%、5mm以下39重量%、1mm以下
30重量%、0.1mm以下3重量%の粒度分布の粒状
硬化体を得た。の粒状硬化体の特性は第4表に示
すごとくであつた。 実施例 4 第1表に示した流動層燃焼灰100重量部に水30
重量部添加し、15分混練した後、さらに水16重量
部を添加し、2分混練して粒状物にし、この粒状
部を50℃、相対湿度80%以上の湿空下で15時間湿
空養生した後、80℃の常圧水蒸気下で10時間処理
し、20mm以下100重量%、10mm以下80重量%、5
mm以下45重量%、1mm以下36重量%、0.1mm以下
4重量%の粒度分布の粒状硬化体を得た。この粒
状硬化体の特性は第4表に示すごとくであつた。 比較例 3 第3表の比較例1に示す粉砕前の硬化体をジヨ
ークラツシヤーにて粉砕し、粒度調整することに
よつて実施例3と同じ粒度分布の粒状硬化体を得
た。この粒状硬化体の特性は第4表に示すごとく
であつた。
[Table] Example 3 The cured product shown in Example 2 in Table 3 was crushed using a geo crusher, and 100% by weight of 20 mm or less,
10mm or less 70% by weight, 5mm or less 39% by weight, 1mm or less
A granular cured product having a particle size distribution of 30% by weight and 3% by weight of 0.1 mm or less was obtained. The properties of the granular cured product were as shown in Table 4. Example 4 Add 30 parts of water to 100 parts by weight of fluidized bed combustion ash shown in Table 1.
After adding part by weight and kneading for 15 minutes, further add 16 parts by weight of water and kneading for 2 minutes to form a granule. After curing, treat under normal pressure steam at 80℃ for 10 hours, 100% by weight for 20mm or less, 80% by weight for 10mm or less, 5
A granular cured product was obtained with a particle size distribution of 45% by weight of less than mm, 36% by weight of less than 1mm, and 4% by weight of less than 0.1mm. The properties of this granular cured product were as shown in Table 4. Comparative Example 3 A granular cured product having the same particle size distribution as Example 3 was obtained by pulverizing the pre-pulverized hardened material shown in Comparative Example 1 in Table 3 using a di-yo crusher and adjusting the particle size. The properties of this granular cured product were as shown in Table 4.

【表】 発明の効果 以上説明したように、本発明によれば石炭燃焼
時の排出物である流動層燃焼灰を塑性限界の3/7
〜6/7の水でもつて予め充分混練した後、さらに
水を加えて混練し、湿空養生を行い、さらに常圧
水蒸気処理などの養生を施すことによつて、強度
の大きい硬化体ならびに粒状硬化体を短時間にか
つ容易に製造することが可能であり、本発明は流
動層燃焼灰を有効利用した土木・建築の分野にお
ける各種建材、構造材ならびに道路材、埋め戻し
材などの製造に寄与する技術としてきわめて有益
である。
[Table] Effects of the Invention As explained above, according to the present invention, fluidized bed combustion ash, which is an exhaust product during coal combustion, is reduced to 3/7 of the plastic limit.
After thoroughly kneading with ~6/7 water, further water is added, kneaded, and then cured in a humid air, and further curing such as atmospheric pressure steam treatment is performed to form a hardened product with high strength and granular form. It is possible to easily produce a hardened product in a short time, and the present invention is applicable to the production of various building materials, structural materials, road materials, backfilling materials, etc. in the fields of civil engineering and construction by effectively utilizing fluidized bed combustion ash. It is extremely useful as a contributing technology.

Claims (1)

【特許請求の範囲】 1 燃料としての石炭および脱硫剤としての石炭
石から構成される流動層における流動層燃焼の際
に発生する石炭灰および使用済脱硫剤に、石炭灰
分60〜85重量%、石灰分10〜25重量%、石こう分
5〜25重量%の配合割合となるように、生石灰ま
たは/および消石灰、ならびに型無水石こう、
半水石こうまたは/および2水石こうを必要に応
じて添加して混合粉体を調製し、この混合粉体に
水を加えて混練した後、養生する方法において、
混合粉体の塑性限界の3/7〜6/7の水を混合粉体に
加えて予め充分混練した後、さらに水を加えて混
練することを特徴とする流動層燃焼灰を主原料と
する硬化体の製造方法。 2 養生後の硬化体を粒径40mm以下の粒状硬化体
に粉砕する特許請求の範囲第1項記載の流動層燃
焼灰を主原料とする硬化体の製造方法。
[Scope of Claims] 1 Coal ash generated during fluidized bed combustion in a fluidized bed consisting of coal as a fuel and coal stone as a desulfurization agent and a spent desulfurization agent containing 60 to 85% by weight of coal ash, Quicklime or/and slaked lime, and molded anhydrous gypsum, so that the lime content is 10 to 25% by weight and the gypsum content is 5 to 25% by weight.
In the method of preparing a mixed powder by adding hemihydrate gypsum or/and dihydrate gypsum as necessary, adding water to this mixed powder, kneading, and curing,
The main raw material is fluidized bed combustion ash, which is characterized by adding 3/7 to 6/7 of the plasticity limit of water to the mixed powder, thoroughly kneading it in advance, and then adding water and kneading it. Method for producing cured product. 2. A method for producing a hardened body using fluidized bed combustion ash as a main raw material according to claim 1, which comprises pulverizing the cured body into granular hardened bodies having a particle size of 40 mm or less.
JP59206804A 1984-10-02 1984-10-02 Manufacture of hardened body from fluidized bed incinerationash as main raw material Granted JPS6186461A (en)

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Application Number Priority Date Filing Date Title
JP59206804A JPS6186461A (en) 1984-10-02 1984-10-02 Manufacture of hardened body from fluidized bed incinerationash as main raw material

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Application Number Priority Date Filing Date Title
JP59206804A JPS6186461A (en) 1984-10-02 1984-10-02 Manufacture of hardened body from fluidized bed incinerationash as main raw material

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Publication Number Publication Date
JPS6186461A JPS6186461A (en) 1986-05-01
JPH0138069B2 true JPH0138069B2 (en) 1989-08-10

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* Cited by examiner, † Cited by third party
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JPH02225349A (en) * 1989-02-23 1990-09-07 Hideo Igami Cured form using coal ash and production thereof

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JPS6186461A (en) 1986-05-01

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