JP2003226569A - Structural material obtained by using ash of pressure- fluidized bed boiler - Google Patents

Structural material obtained by using ash of pressure- fluidized bed boiler

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Publication number
JP2003226569A
JP2003226569A JP2002028921A JP2002028921A JP2003226569A JP 2003226569 A JP2003226569 A JP 2003226569A JP 2002028921 A JP2002028921 A JP 2002028921A JP 2002028921 A JP2002028921 A JP 2002028921A JP 2003226569 A JP2003226569 A JP 2003226569A
Authority
JP
Japan
Prior art keywords
fluidized bed
ash
bed boiler
structural material
solid raw
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
JP2002028921A
Other languages
Japanese (ja)
Other versions
JP4048351B2 (en
Inventor
Osamu Ikeda
攻 池田
Noboru Shintani
新谷  登
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.)
Chugoku Electric Power Co Inc
Yamaguchi Technology Licensing Organization Ltd
Original Assignee
Chugoku Electric Power Co Inc
Yamaguchi Technology Licensing Organization 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 Chugoku Electric Power Co Inc, Yamaguchi Technology Licensing Organization Ltd filed Critical Chugoku Electric Power Co Inc
Priority to JP2002028921A priority Critical patent/JP4048351B2/en
Publication of JP2003226569A publication Critical patent/JP2003226569A/en
Application granted granted Critical
Publication of JP4048351B2 publication Critical patent/JP4048351B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Landscapes

  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a structural material obtained by using ash of a pressure- fluidized bed boiler, which is produced by inexpensively and efficiently utilizing the ash of the pressure-fluidized bed boiler, being discharged in a large amount, and which therefore contributes to environmental protection. <P>SOLUTION: The structural material is a block obtained by using the ash of the pressure-fluidized bed boiler as a main solid raw material and using, as a solidifying agent, any of solutions of liquid glass, potassium hydroxide and sodium hydroxide. Preferably, the structural material is obtained by adding a solution of the liquid glass or the like as the solidifying agent to a solid raw material mainly containing PFBC ash, then kneading them, pouring the kneaded fluid into a molding flask, solidifying the poured fluid by curing it in the molding flask for a predetermined period, removing the solidified block from the molding flask, and increasing the strength of the block by further curing the block removed from the molding flask for a predetermined period. <P>COPYRIGHT: (C)2003,JPO

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、歩道ブロックや建
材ボード等として有効利用できる、加圧流動床ボイラ灰
を用いた構造材料に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structural material using pressurized fluidized bed boiler ash that can be effectively used as a sidewalk block, a building material board and the like.

【0002】[0002]

【従来の技術】石炭焚火力発電設備等の石炭焚ボイラと
して、現在、微粉石炭を空気と一緒に炉内に吹き込み大
気圧下で燃焼させる微粉炭燃焼ボイラが多く採用されて
いるが、最近、低品位石炭の活用と発電効率の向上を目
指し、更には環境保護の観点から、加圧流動床ボイラが
採用され始めている。加圧流動床ボイラは、塊状の石炭
と石灰石を混合した燃料を流動層化させて加圧下で燃焼
させるものであり、微粉炭燃焼ボイラと比べ、ボイラ内
の燃焼温度を低くすることができるため、窒素酸化物(N
OX)や硫黄酸化物(SOX)の排出量が少なく、また、低品位
石炭の使用が可能であり、熱効率が高いという特徴を有
するが、排出される石炭灰(以下、PFBC灰と略記する)
の性質も従来のものとは顕著に異なる。
2. Description of the Related Art As a coal-fired boiler for a coal-fired power generation facility or the like, a pulverized coal combustion boiler, which blows pulverized coal with air into a furnace and burns it under atmospheric pressure, is now widely used. Pressurized fluidized bed boilers have begun to be adopted with the aim of utilizing low-grade coal and improving power generation efficiency, and from the viewpoint of environmental protection. A pressurized fluidized bed boiler is a fluidized bed of fuel in which agglomerated coal and limestone are mixed and burned under pressure.Because the combustion temperature in the boiler can be lowered compared to a pulverized coal combustion boiler. , Nitrogen oxide (N
O X) and sulfur oxides (less emissions SO X), also, it is possible to use low-grade coal has the characteristic of high heat efficiency, coal ash discharged (hereinafter, abbreviated as PFBC ash Do)
The properties of are also significantly different from the conventional ones.

【0003】即ち、微粉炭燃焼ボイラは、1500℃前後の
高温で微粉石炭を瞬時に燃焼させるのに対して、加圧流
動床ボイラは、800℃前後の温度でゆっくりと低温燃焼
させるため、NOXの発生はなく、SOXは石灰に吸収され、
排出されるPFBC灰はカルシウムと硫黄に富む成分とな
る。また、微粉炭燃焼ボイラ−は灰の融点を超える燃焼
領域で燃焼させるため、排出される灰は、溶融しガラス
状態で回収され、微小球の形態を呈する灰(このような
灰を伝統的にフライアッシュと呼ぶ)である。一方、加
圧流動床ボイラは低温燃焼のため灰の融点を超えること
はなく、PFBC灰もフライアッシュの一種であるが、角ば
った微粉状態で回収される。前者はガラスを主体とする
が、石英(SiO2)やムライト(3Al2O3.2SiO2)、時には磁鉄
鉱(Fe3O4)などの鉱物を少量含む。後者は灰長石(CaO.Al
2O3.2SiO2)や珪灰石(CaO.SiO2)等のCaO-Al2O3-SiO2系鉱
物のほか、これらが硫黄や水と結合した水酸エレスタ−
ダイト(6CaO.3SiO2.3CaSO4.CaO(OH)2)を含む場合があ
る。また、石灰は遊離状態でも存在し、PFBC灰は生石灰
(CaO)や硬石膏(CaSO4)を含むのが特徴である。
That is, a pulverized coal combustion boiler instantly burns pulverized coal at a high temperature of around 1500 ° C., whereas a pressurized fluidized bed boiler slowly burns at a low temperature of around 800 ° C. No generation of X , SO X is absorbed by lime,
The PFBC ash discharged is a component rich in calcium and sulfur. Further, since the pulverized coal combustion boiler burns in a combustion region exceeding the melting point of ash, the ash discharged is collected in a glass state in a molten state, and the ash in the form of microspheres (such ash is traditionally It is called fly ash). On the other hand, the pressurized fluidized bed boiler does not exceed the melting point of ash due to low temperature combustion, and PFBC ash is a kind of fly ash, but it is recovered in the form of angular fine powder. The former mainly composed of glass but quartz (SiO 2) and mullite (3Al 2 O 3 .2SiO 2) , sometimes it contains small amounts of minerals, such as magnetite (Fe 3 O 4). The latter is anorthite (CaO.Al
2 O 3 .2SiO 2) and wollastonite (CaO.SiO 2) CaO-Al 2 O 3 -SiO 2 system other minerals, such as, hydroxyl Eresuta which they are bound to sulfur and water -
Which may include the phosphoramidite (6CaO.3SiO 2 .3CaSO 4 .CaO (OH ) 2). In addition, lime exists in a free state, and PFBC ash is quicklime.
It is characterized by containing (CaO) and anhydrite (CaSO 4 ).

【0004】かかる石炭焚ボイラから排出される灰は大
量であり、廃棄物の減量、廃棄コスト削減及び環境保護
の観点から、種々の有効利用・資源化技術が検討されて
いる。微粉炭燃焼ボイラから発生するフライアッシュ
は、フライアッシュセメント、セメント原料、道路路盤
材、地盤改良材、土木工事用、人工軽量骨材、建材ボー
ド用等に利用されているが、その多くは添加剤(材)と
しての利用であり、大量に排出されるフライアッシュの
全てを利用できるものではなく、また、材料強度、特に
曲げ強度が余り高くないため、構造材料として利用する
のは困難であるという問題もあった。そこで、本発明者
は、先に、フライアッシュに珪酸ナトリウム水溶液を加
え常温養生又は蒸気養生によりブロック化し、表面硬度
及び材料強度の高い構造材料を得る技術(特開平08-301
639号公報)を提案した。
The ash discharged from such a coal-fired boiler is large, and various effective utilization / resource-recycling techniques have been studied from the viewpoints of waste reduction, disposal cost reduction and environmental protection. Fly ash generated from pulverized coal combustion boiler is used for fly ash cement, cement raw material, road roadbed material, ground improvement material, civil engineering work, artificial lightweight aggregate, construction material board, etc., but most of them are added. Since it is used as an agent (material), it is not possible to use all of the fly ash discharged in large quantities, and the material strength, especially bending strength, is not very high, so it is difficult to use it as a structural material. There was also a problem. Therefore, the present inventor firstly added a sodium silicate aqueous solution to fly ash to form a block by room temperature curing or steam curing to obtain a structural material having high surface hardness and material strength (Japanese Patent Laid-Open No. 08-301).
639 publication).

【0005】一方、新規のフライアッシュであるPFBC灰
の有効利用・資源化技術に関しては、未だ有効に実施で
きる技術が殆ど開発されていない状況にある。例えば、
特開平11-172247号公報には、PFBC灰を有効成分として
5〜100重量%配合した土壌改良材が開示され、特開平1
1-147747号公報には、セメントの概ね50重量%をPFBC灰
で代替したコンクリート組成物が開示されているが、こ
れらの従来技術は主として添加剤(材)としての利用で
あり、大量のPFBC灰を有効利用するためには他の利用技
術の開発が必要である。また、特開平09-155314号公報
と特開平09-075890号公報には、PFBC灰を加圧成形機で
粒径10〜60mmに圧密成形し、成形物をそのまま或いは成
形物を破砕して粒径を石炭灰の数十〜数百倍に調整した
もの、若しくは両者混合物を、フライアッシュ等と混合
して埋め立てる処理方法が開示されているが、この技術
は廃棄コスト削減を目的とした減容処理方法であって、
PFBC灰を有効利用するものではない。
On the other hand, as for the effective utilization and resource utilization technology of PFBC ash, which is a new fly ash, there are still few technologies that can be effectively implemented. For example,
Japanese Unexamined Patent Publication (Kokai) No. 11-172247 discloses a soil improving material containing 5 to 100% by weight of PFBC ash as an active ingredient.
Japanese Patent No. 1-147747 discloses a concrete composition in which approximately 50% by weight of cement is replaced by PFBC ash, but these conventional techniques are mainly used as an additive (material), and a large amount of PFBC is used. In order to make effective use of ash, it is necessary to develop other utilization technologies. Further, in JP-A-09-155314 and JP-A-09-075890, PFBC ash is compacted with a pressure molding machine to a particle size of 10 to 60 mm, and the molded product as it is or the molded product is crushed into particles. A method in which the diameter is adjusted to tens to hundreds of times that of coal ash, or a mixture of the two is mixed with fly ash and the like to be landfilled is disclosed, but this technology reduces volume for the purpose of reducing disposal costs. The processing method,
It does not make effective use of PFBC ash.

【0006】[0006]

【発明が解決しようとする課題】本発明は、大量に排出
される加圧流動床ボイラ灰の処理に係わる上述の状況に
鑑み、加圧流動床ボイラ灰を経済的且つ有効に利用で
き、更には環境保護に寄与できる加圧流動床ボイラ灰を
用いた構造材料を提供することを目的とする。
SUMMARY OF THE INVENTION In view of the above situation related to the treatment of a large amount of pressurized fluidized bed boiler ash, the present invention can economically and effectively utilize the pressurized fluidized bed boiler ash. Aims to provide a structural material using pressurized fluidized bed boiler ash that can contribute to environmental protection.

【0007】[0007]

【課題を解決するための手段】上記の目的を達成するた
め、本発明者は鋭意研究を重ねた結果、加圧流動床ボイ
ラ灰を主な固体原料とし、水ガラス溶液等を固化剤とし
て用いて固化したブロック体が構造材料として利用でき
ることを見出し、本発明を完成するに至ったものであ
る。即ち、請求項1の発明は、本発明の加圧流動床ボイ
ラ灰を用いた構造材料であって、加圧流動床ボイラ灰を
主な固体原料とし、該固体原料を、水ガラス溶液、苛性
カリ溶液、又は苛性ソ−ダ溶液のいずれかを固化剤とし
て用いて固化しブロック体としたものである。
In order to achieve the above object, the inventors of the present invention have conducted extensive studies and as a result, have found that pressurized fluidized bed boiler ash is used as a main solid raw material and water glass solution or the like is used as a solidifying agent. The inventors have found that the solidified block can be used as a structural material, and completed the present invention. That is, the invention of claim 1 is a structural material using the pressurized fluidized bed boiler ash of the present invention, wherein the pressurized fluidized bed boiler ash is a main solid raw material, and the solid raw material is a water glass solution, caustic potash. The solution or the caustic soda solution is used as a solidifying agent to solidify into a block.

【0008】請求項2の発明は、前記固体原料を、高炉
スラグ又はカオリン等粘土鉱物のうち少なくとも1種を
10〜30重量%含む固体原料としたものであり、請求項3
の発明は、前記固体原料を、微粉炭燃焼ボイラから発生
するフライアッシュを10〜30重量%含む固体原料とした
加圧流動床ボイラ灰を用いた構造材料である。
According to a second aspect of the present invention, the solid raw material is at least one of clay minerals such as blast furnace slag and kaolin.
A solid raw material containing 10 to 30% by weight, and
The present invention is a structural material using a pressurized fluidized bed boiler ash, wherein the solid raw material is a solid raw material containing 10 to 30% by weight of fly ash generated from a pulverized coal combustion boiler.

【0009】請求項4の発明は、前記固化剤を前記水ガ
ラス溶液とした場合の好ましい形態に係わる発明であ
り、前記水ガラス溶液を、比重が概ね1.27の1号水ガラ
ス溶液(化学組成Na2O.2SiO2.aq)とした加圧流動床ボ
イラ灰を用いた構造材料である。
The invention of claim 4 relates to a preferred embodiment in the case where the solidifying agent is the water glass solution, wherein the water glass solution is a No. 1 water glass solution having a specific gravity of about 1.27 (chemical composition Na it is a structural material with 2 O.2SiO 2 .aq) and the PFBC boiler ash.

【0010】請求項5の発明は、好ましい製造プロセス
に係わる発明であって、本発明の加圧流動床ボイラ灰を
用いた構造材料は、好ましくは、前記固体原料に前記溶
液を加え混練する工程と、混練した流体を型枠に流し込
む工程と、流し込んだ流体を型枠内で所定期間養生し固
化する工程と、固化したブロック体を型枠から離型する
工程と、離型したブロック体を所定期間養生し材料強度
を増大させる工程と、を含み製造した構造材料である。
The invention of claim 5 relates to a preferred manufacturing process, wherein the structural material using the pressurized fluidized bed boiler ash of the present invention is preferably a step of kneading by adding the solution to the solid raw material. A step of pouring the kneaded fluid into the mold, a step of curing the poured fluid in the mold for a predetermined period of time and solidifying, a step of releasing the solidified block body from the mold, and a step of releasing the block body. And a step of curing the material for a predetermined period of time to increase the strength of the material.

【0011】請求項6の発明は、前記好ましい製造プロ
セスに係わり、前記固化する工程の養生及び/又は前記
材料強度を増大させる工程の養生を、室温に放置・放冷
して行う養生とした発明であり、請求項7の発明は、前
記固化する工程の所定期間を概ね1日とし、前記材料強
度を増大させる工程の所定期間を概ね4週間とした発明
であり、請求項8の発明は、前記混練を、振動締固成型
の機器を用いて行うことを特徴とする加圧流動床ボイラ
灰を用いた構造材料である。
The invention of claim 6 relates to the preferred manufacturing process, wherein the curing in the step of solidifying and / or the curing in the step of increasing the material strength is a curing performed by leaving it to stand at room temperature and allowing it to cool. According to the invention of claim 7, the predetermined period of the solidifying step is approximately one day, and the predetermined period of the step of increasing the material strength is approximately 4 weeks, and the invention of claim 8 is A structural material using a pressurized fluidized bed boiler ash, wherein the kneading is performed using a vibration compaction molding device.

【0012】請求項9の発明は、好ましい材料強度に係
わる発明であって、本発明の加圧流動床ボイラ灰を用い
た構造材料は、好ましくは、セメントモルタル試験のJI
S規格(4×4×16cm、スパン距離10cm)による曲げ試
験で5MPa以上の曲げ強度を有するブロック体である。
The invention according to claim 9 relates to a preferable material strength, and the structural material using the pressurized fluidized bed boiler ash of the present invention is preferably a cement mortar test JI.
It is a block body that has a bending strength of 5 MPa or more in a bending test according to S standard (4 × 4 × 16 cm, span distance 10 cm).

【0013】[0013]

【発明の実施の形態】石炭焚火力発電設備等の加圧流動
床ボイラから排出される石炭灰は、燃焼ガスと共にボイ
ラ上部に飛散する灰を電気集塵機等で捕集した灰と、飛
散せずボイラの底部から収集可能な灰とがあり、本発明
で主な固体原料とする加圧流動床ボイラ灰(PFBC灰)と
は、前者を意味するが、後者のボイラ底部から収集した
灰を本発明の副原料として有効利用することができる。
BEST MODE FOR CARRYING OUT THE INVENTION Coal ash discharged from a pressurized fluidized bed boiler such as a coal-fired thermal power generation facility does not scatter with ash collected by an electric dust collector etc. There is ash that can be collected from the bottom of the boiler, and the pressurized fluidized bed boiler ash (PFBC ash) that is the main solid material in the present invention means the former, but the ash collected from the bottom of the latter is the ash. It can be effectively used as an auxiliary material of the invention.

【0014】本発明者は、産業廃棄物等を固化し有用な
産業資材として利用できる構造材料を得ることを目的と
した研究に永らく従事し、既に、前述のように、フライ
アッシュを固化した構造材料(特開平08-301639号公
報)を提案し、また、カオリン質粉体を固化した構造材
料(特開平08-301638号公報)を提案してきた。
The present inventor has long been engaged in research aimed at obtaining a structural material that can be used as a useful industrial material by solidifying industrial waste and the like, and as already mentioned above, a structure obtained by solidifying fly ash has already been formed. A material (Japanese Patent Laid-Open No. 08-301639) has been proposed, and a structural material (Japanese Patent Laid-Open No. 08-301638) obtained by solidifying kaolin powder has been proposed.

【0015】本発明は、かかる永年の研究に基づくもの
であり、PFBC灰を主な固体原料とし、水ガラス溶液等を
固化剤とし、室温に放置・放冷するという簡易な製造プ
ロセスによって製造したブロック体が、高い材料強度を
有し、歩道ブロックや建材ボード等の構造材料として利
用できることを見出したものである。即ち、本発明の加
圧流動床ボイラ灰を用いた構造材料は、加圧流動床ボイ
ラ灰を主な固体原料とし、水ガラス溶液、苛性カリ溶
液、又は苛性ソ−ダ溶液のいずれかを固化剤として用い
て固化しブロック体としたものであり、そのブロック体
は、歩道ブロックや建材ボード等の構造材料として利用
できる。
The present invention is based on such many years of research, and is manufactured by a simple manufacturing process in which PFBC ash is used as a main solid material, water glass solution or the like is used as a solidifying agent, and the mixture is left to stand at room temperature and allowed to cool. It was discovered that the block body has a high material strength and can be used as a structural material such as a sidewalk block or a building material board. That is, the structural material using the pressurized fluidized bed boiler ash of the present invention uses the pressurized fluidized bed boiler ash as a main solid raw material, and a water glass solution, a caustic potash solution, or a caustic soda solution is used as a solidifying agent. Is used as a solidified block body, and the block body can be used as a structural material such as a sidewalk block or a building material board.

【0016】その際、固体原料に、高炉スラグ又はカオ
リン等の粘土鉱物のうち少なくとも1種を10〜30重量%
添加することにより、本発明の構造材料の材料強度を向
上させることができる。この添加する重量%は、特に本
発明を限定するものではないが、10重量%より少なくす
ると材料強度の向上が得られ難く、30重量%より添加す
る割合を極端に大きくすることはコスト高になると同時
に、出来るだけ多くのPFBC灰を有効利用するという本発
明の趣旨にもそぐわない。
At that time, 10 to 30% by weight of at least one clay mineral such as blast furnace slag or kaolin is used as a solid raw material.
By adding, the material strength of the structural material of the present invention can be improved. The weight% to be added is not particularly limited to the present invention, but if it is less than 10% by weight, it is difficult to obtain the improvement of the material strength, and it is costly to increase the ratio to be added more than 30% by weight. At the same time, it does not fit the purpose of the present invention of effectively utilizing as much PFBC ash as possible.

【0017】本発明は又、前述のように、未だ十分には
有効利用できていない微粉炭燃焼ボイラから発生するフ
ライアッシュを10〜30重量%添加した固体原料として実
施することもできる。その添加する重量%は、特に本発
明を限定するものではないが、10重量%より少なくする
とフライアッシュの利用量が減少し、30重量%より多く
すると、材料強度、特に曲げ強度が低下する。
As described above, the present invention can also be carried out as a solid raw material to which 10 to 30% by weight of fly ash generated from a pulverized coal combustion boiler which has not been effectively utilized yet is added. The weight% to be added is not particularly limited to the present invention, but if it is less than 10% by weight, the amount of fly ash used is reduced, and if it is more than 30% by weight, the material strength, particularly the bending strength is lowered.

【0018】固化剤として水ガラス溶液を用いる場合
は、例えば、3号水ガラス(化学組成Na2O.3SiO2.aq)
等、現在、工業的に生産されている全ての水ガラス(1
号、2号、3号及び4号)を含めて使用可能であり、本
発明を限定するものではないが、この中では1号と3号
が好ましく、特に、1号水ガラス溶液が好適であり、そ
の比重は概ね1.27が好ましい。低い濃度の溶液を使用す
ると養生に要する期間が長くなり、もっと濃い溶液を用
いると得られた構造材料の材料強度は向上するが、コス
ト高や混練に要する動力が増大するなどの問題が生じ
る。
When a water glass solution is used as the solidifying agent, for example, No. 3 water glass (chemical composition Na 2 O.3SiO 2 .aq)
Etc., all water glass (1
No. 2, No. 3, No. 4, and No. 4) are not limited to the present invention, No. 1 and No. 3 are preferable, and No. 1 water glass solution is particularly preferable. The specific gravity is preferably about 1.27. When a solution having a low concentration is used, the period required for curing becomes longer, and when a solution having a higher concentration is used, the material strength of the obtained structural material is improved, but there are problems such as high cost and increased power required for kneading.

【0019】次に、本発明のPFBC灰を用いた構造材料を
得るための好ましい製造プロセスについて説明する。本
発明の構造材料は、例えば、PFBC灰を主とした固体原料
に水ガラス溶液等を固化剤として加え混練し、混練した
流体を型枠に流し込み、流し込んだ流体を型枠内で所定
期間養生して固化させ、固化したブロック体を型枠から
離型して、離型したブロック体を所定期間養生し材料強
度を増大させることにより製造することができる。ま
た、型枠内で所定期間養生して固化させた後、型枠から
離型せず、そのまま更に所定期間養生し材料強度を増大
させ、しかる後に型枠から離型して製品となすこともで
きるが、出来るだけ短時間で離型し型枠の操業回転率を
上げるのが望ましく、前記のように2段階で養生を行う
のが好ましい。なお、固体原料に加える固化剤の量は、
使用する固化剤の種類とその濃度、副固体原料の有無と
その種類及び添加量など、種々の条件によって選定すべ
きパラメータであり、本発明を限定するものではない
が、例えば、比重が概ね1.27の1号水ガラス溶液を用い
てPFBC灰を固化する際には、1号水ガラス溶液とPFBC灰
との重量比を、概ね0.75:1とするのが好適である。
Next, a preferable manufacturing process for obtaining a structural material using the PFBC ash of the present invention will be described. The structural material of the present invention is, for example, kneaded by adding a water glass solution or the like as a solidifying agent to a solid raw material mainly consisting of PFBC ash, pouring the kneaded fluid into a mold, and curing the poured fluid for a predetermined period in the mold. Then, the solidified block body is released from the mold, and the released block body is cured for a predetermined period of time to increase the material strength. In addition, after curing in the mold for a predetermined period of time and solidifying, the mold is not released from the mold, and the material is further cured for a predetermined period of time to increase the material strength, and then the product is released from the mold. Although it is possible, it is desirable to release the mold in as short a time as possible and increase the operating rotation rate of the mold, and it is preferable to carry out curing in two stages as described above. The amount of solidifying agent added to the solid raw material is
The type and concentration of the solidifying agent to be used, the presence or absence of the sub-solid raw material and its type and addition amount are parameters to be selected according to various conditions, and the present invention is not limited, for example, the specific gravity is approximately 1.27. When the PFBC ash is solidified using the No. 1 water glass solution, the weight ratio of the No. 1 water glass solution to the PFBC ash is preferably about 0.75: 1.

【0020】型枠内で固化させる際の養生、及び材料強
度を増大させる際の養生は、室温に放置・放冷するとい
う極めて簡易な方法で行うことができ、その養生期間
は、使用する固化剤の種類等、種々の条件によって選定
すべきパラメータであり、本発明を限定するものではな
いが、例えば、比重が概ね1.27の1号水ガラス溶液を用
いてPFBC灰を固化する際には、前者の養生期間は概ね1
日、後者の養生期間は概ね4週間が好適であり、これに
より、歩道ブロックや建材ボード等に利用できる構造材
料を得ることができる。混練は、特に本発明を限定する
ものではないが、混練流込成型の機器を用いて行うより
も振動締固成型の機器を用いて行うのが好ましく、振動
締固成型の方が、水/固体比を軽減でき、飛躍的に高い
材料強度を有する構造材料が得られる。
Curing when solidifying in the mold and curing when increasing the material strength can be carried out by an extremely simple method of leaving it to stand at room temperature and allowing it to cool. The kind of the agent, which is a parameter to be selected according to various conditions, is not intended to limit the present invention, for example, when the PFBC ash is solidified using a No. 1 water glass solution having a specific gravity of approximately 1.27, The former curing period is about 1
It is preferable that the curing period for the latter days is about 4 weeks, which makes it possible to obtain structural materials that can be used for sidewalk blocks, building board, and the like. The kneading is not particularly limited to the present invention, but it is preferable that the kneading is performed using a vibration compaction molding device rather than using a kneading flow molding device. A solid material ratio can be reduced, and a structural material having dramatically high material strength can be obtained.

【0021】かかる実施の形態によって得られる本発明
のPFBC灰を用いた構造材料は、固体原料の成分構成や使
用する固化剤の種類等にもよるが、セメントモルタル試
験のJIS規格(4×4×16cm、スパン距離10cm)による
曲げ試験で5MPa以上の曲げ強度を有するブロック体と
して得ることができ、これは歩道ブロックとして使用で
きる曲げ強度を有する構造材料であることを意味する。
The structural material using the PFBC ash of the present invention obtained by such an embodiment is a JIS standard (4 × 4 × 4) for cement mortar test, although it depends on the component composition of the solid raw material and the type of the solidifying agent used. It can be obtained as a block body having a bending strength of 5 MPa or more by a bending test with 16 cm and a span distance of 10 cm, which means that it is a structural material having a bending strength that can be used as a sidewalk block.

【0022】以上、詳細に説明した実施の形態により、
本発明は、従来、その多くを多大な労力と費用を要し埋
め立て処理していたPFBC灰を、水ガラス溶液等を固化剤
として、室温に放置・放冷するという極めて簡易な製造
プロセスによって、歩道ブロックや建材ボード等に利用
できるブロック体として提供するものであり、大量に排
出される加圧流動床ボイラ灰を経済的且つ有効に利用で
き、更には環境保護に寄与できる加圧流動床ボイラ灰を
用いた構造材料を提供することができる。
According to the embodiment described in detail above,
The present invention, PFBC ash, which has conventionally been landfilled with much labor and cost, is a very simple manufacturing process in which it is left standing and cooled at room temperature using a water glass solution or the like as a solidifying agent. It is provided as a block body that can be used for sidewalk blocks, building material boards, etc., and can pressurize fluidized bed boiler ash discharged in large quantities economically and effectively, and further contribute to environmental protection. A structural material using ash can be provided.

【0023】[0023]

【実施例】以下、実施例により本発明を具体的に説明す
るが、本発明がこれらの実施例に限定されるものではな
いことは言うまでもない。
EXAMPLES The present invention will be specifically described below with reference to examples, but it goes without saying that the present invention is not limited to these examples.

【0024】本実施例で使用した固体原料は、加圧流動
床ボイラから排出されたPFBC灰と、微粉炭燃焼ボイラか
ら排出されたフライアッシュであり、その化学組成(重
量%)を表1に示し物理特性を表2に示す。また、図1
と図2には、レーザー回折式粒度分布測定装置で測定し
た、加圧流動床ボイラから排出されたPFBC灰と、微粉炭
燃焼ボイラから排出されたフライアッシュの粒度分布を
それぞれ示す。なお、表中において、(A)はPFBC灰を意
味し、(B)はフライアッシュを意味する。以下、同様で
ある。なお、表1中のLOIは、灼熱減量を意味する。
The solid raw materials used in this example were PFBC ash discharged from the pressurized fluidized bed boiler and fly ash discharged from the pulverized coal combustion boiler, and their chemical compositions (% by weight) are shown in Table 1. The physical properties are shown in Table 2. Also, FIG.
Fig. 2 and Fig. 2 show the particle size distributions of PFBC ash discharged from the pressurized fluidized bed boiler and fly ash discharged from the pulverized coal combustion boiler, which were measured by a laser diffraction particle size distribution analyzer. In the table, (A) means PFBC ash and (B) means fly ash. The same applies hereinafter. In addition, LOI in Table 1 means ignition loss.

【0025】[0025]

【表1】 [Table 1]

【0026】[0026]

【表2】 使用した固化剤は、比重1.27の1号水ガラス溶液(化学
組成Na2O.2SiO2.aq)である。
[Table 2] The solidifying agent used is a No. 1 water glass solution (chemical composition Na 2 O.2SiO 2 .aq) having a specific gravity of 1.27.

【0027】本実施例で使用した固体原料(PFBC(A)と
フライアッシュ(B))の調合割合、及び固体原料とこれ
に加えた1号水ガラス溶液との重量比を表3に示す。
Table 3 shows the blending ratio of the solid raw materials (PFBC (A) and fly ash (B)) used in this example, and the weight ratio of the solid raw materials and the No. 1 water glass solution added thereto.

【0028】[0028]

【表3】 調合した各試料をスパ−テルを用いて室温で2分間混練
し、混練した流体を型枠(寸法:2×2×8cm)に流し
込み、これを概ね1日、室温に放置・放冷して固化した
ブロック体を得た。なお、ブロック体は、養生期間と曲
げ強度との関係を測定するために、各試料3個作成し
た。その後、ブロック体を型枠から離型し、これを室温
に放置・放冷して、養生期間との関係として曲げ強度を
測定した。
[Table 3] Knead each prepared sample for 2 minutes at room temperature using a spatula, pour the kneaded fluid into a mold (dimensions: 2 x 2 x 8 cm), leave it for about 1 day at room temperature and let it cool. A solidified block body was obtained. Note that three block bodies were prepared for each sample in order to measure the relationship between the curing period and the bending strength. Then, the block body was released from the mold, allowed to stand at room temperature and allowed to cool, and the bending strength was measured as a relationship with the curing period.

【0029】曲げ強度の測定は、東京試験製作所製の1
トン材料試験機、製造番号19848を用いて、スパン距離
5cmとし3個取りで行ったものであり、その結果を表
4に示す。なお、表4の曲げ強度は、3点曲げ試験の平
均値であり、その単位はMPaである。本実施例の曲げ強
度の測定は、実験の都合により、前述のセメントモルタ
ル試験のJIS規格(4×4×16cm、スパン距離10cm)の
2分の1サイズで行ったものであり、若干その測定精度
は落ちるが、大きな誤差は生じない。
The bending strength was measured by 1 manufactured by Tokyo Test Mfg. Co., Ltd.
A ton material tester, serial number 19888, was used, and a span distance was set to 5 cm, and three pieces were taken. The results are shown in Table 4. The bending strength in Table 4 is the average value of the three-point bending test, and its unit is MPa. For the convenience of the experiment, the bending strength of this example was measured with a half size of the JIS standard (4 × 4 × 16 cm, span distance 10 cm) of the cement mortar test described above, and the measurement was slightly performed. The accuracy is reduced, but a large error does not occur.

【0030】[0030]

【表4】 表4は、フライアッシュの割合を大きくすると共に曲げ
強度が低下する傾向を有するが、20重量%(PF08)まで
は極端な低下は生じず、概ね4週間で、歩道ブロックと
して使用できる曲げ強度5 MPa以上の構造材料が得られ
ることを示している。これに対し、フライアッシュを30
重量%(PF07)以上にした場合には、曲げ強度の低下が
大きく、また、フライアッシュの混合割合と曲げ強度と
の関係の系統性が失われており、高い曲げ強度を必要と
する構造材料を得る条件には適さないことを示してい
る。
[Table 4] Table 4 shows that the bending strength tends to decrease as the proportion of fly ash increases, but no drastic decrease occurs up to 20% by weight (PF08), and the bending strength that can be used as a sidewalk block is approximately 4 weeks. It shows that structural materials of MPa or higher can be obtained. In contrast, 30 fly ash
When it is more than 10% by weight (PF07), the bending strength is greatly reduced, and the systematic relationship between the mixing ratio of fly ash and the bending strength is lost, and structural materials that require high bending strength. It is not suitable for the condition to obtain.

【0031】本実施例によれば、PFBC灰にフライアッシ
ュを20重量%までの範囲で添加した固体原料に1号水ガ
ラス溶液を固化剤として加えて混練し、混練した流体を
型枠に流し込み、1日間、室温に放置・放冷して固化さ
せ、固化したブロック体を型枠から離型して、4週間、
室温に放置・放冷するという極めて簡易な製造プロセス
によって、歩道ブロックとして利用できる高い材料強度
を有する構造材料が得られた。即ち、本実施例によれ
ば、大量に排出される加圧流動床ボイラ灰を経済的且つ
有効に利用でき、更には環境保護に寄与できる加圧流動
床ボイラ灰を用いた構造材料を提供することができる。
以上、本発明の実施例を説明したが、特許請求の範囲で
規定された本発明の精神と範囲から逸脱することなく、
その形態や細部に種々の変更がなされても良いことは明
らかである。
According to the present example, No. 1 water glass solution was added as a solidifying agent to a solid raw material obtained by adding fly ash to PFBC ash in an amount of up to 20% by weight, and the mixture was kneaded, and the kneaded fluid was poured into a mold. Let stand for 1 day at room temperature, let it cool, let it solidify, release the solidified block from the mold, and let it stand for 4 weeks.
A structural material with high material strength that can be used as a sidewalk block was obtained by an extremely simple manufacturing process of leaving it to stand at room temperature and allowing it to cool. That is, according to this example, a structural material using a pressurized fluidized bed boiler ash that can economically and effectively use a large amount of pressurized fluidized bed boiler ash and that contributes to environmental protection is provided. be able to.
Although the embodiments of the present invention have been described above, without departing from the spirit and scope of the present invention defined in the claims,
Obviously, various changes may be made in the form and details.

【0032】例えば、実施例では、固化剤として比重1.
27の1号水ガラス溶液を用いた例について説明したが、
異なる濃度のものを用いても良く、1号水ガラス溶液以
外の水ガラス溶液、例えば、3号水ガラス溶液を用いて
も良く、更には、水ガラス溶液以外の、苛性カリ溶液又
は苛性ソ−ダ溶液を用いても良い。
For example, in the examples, a specific gravity of 1.
I explained the example using No. 1 water glass solution of 27,
Different concentrations may be used, a water glass solution other than the No. 1 water glass solution, for example, No. 3 water glass solution may be used, and further, a caustic potash solution or caustic soda other than the water glass solution may be used. You may use a solution.

【0033】また、実施例では、微粉炭燃焼ボイラから
発生するフライアッシュを副原料とした例を説明した
が、高炉スラグ又はカオリン等粘土鉱物を加えることも
でき、その際は、10〜30重量%の範囲で添加するのが好
ましく、これにより得られる構造材料の材料強度を高め
ることができる。
In the examples, fly ash generated from a pulverized coal combustion boiler was used as an auxiliary material. However, clay minerals such as blast furnace slag or kaolin may be added, in which case 10 to 30 wt. %, It is preferable to add it in the range of%, so that the material strength of the obtained structural material can be increased.

【0034】[0034]

【発明の効果】本発明は、従来、その多くを多大な労力
と費用を要し埋め立て処理していたPFBC灰を、水ガラス
溶液等を固化剤として、室温に放置・放冷するという極
めて簡易な製造プロセスによって、歩道ブロックや建材
ボード等に利用できるブロック体として提供するもので
あり、大量に排出される加圧流動床ボイラ灰を経済的且
つ有効に利用でき、更には環境保護に寄与できる加圧流
動床ボイラ灰を用いた構造材料を提供できる効果があ
る。
INDUSTRIAL APPLICABILITY The present invention is a very simple method of leaving PFBC ash, which was conventionally landfilled with great labor and cost, at room temperature and allowing it to cool, using a water glass solution or the like as a solidifying agent. It is provided as a block body that can be used for sidewalk blocks, building material boards, etc. by various manufacturing processes, and it is possible to economically and effectively use a large amount of pressurized fluidized bed boiler ash, which can also contribute to environmental protection. There is an effect that a structural material using the pressurized fluidized bed boiler ash can be provided.

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

【図1】本発明の実施例で使用した加圧流動床ボイラか
ら排出されたPFBC灰の粒度分布を示した図である。
FIG. 1 is a diagram showing a particle size distribution of PFBC ash discharged from a pressurized fluidized bed boiler used in an example of the present invention.

【図2】本発明の実施例で使用した微粉炭燃焼ボイラか
ら排出されたフライアッシュの粒度分布を示した図であ
る。
FIG. 2 is a diagram showing a particle size distribution of fly ash discharged from a pulverized coal combustion boiler used in an example of the present invention.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C04B 18:14 C04B 18:14 A 14:10 14:10 Z 18:08 18:08 Z 22:06) 22:06 Z (72)発明者 新谷 登 広島県広島市中区小町4−33 中国電力株 式会社 Fターム(参考) 4G012 PA06 PA26 PA27 PA29 PB03 PC04 PE07 RB03 ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 7 Identification code FI theme code (reference) C04B 18:14 C04B 18:14 A 14:10 14:10 Z 18:08 18:08 Z 22:06) 22:06 Z (72) Inventor Noboru Shintani 4-33 Komachi, Naka-ku, Hiroshima City, Hiroshima Prefecture F-Term (Reference) China Electric Power Company 4G012 PA06 PA26 PA27 PA29 PB03 PC04 PE07 RB03

Claims (9)

【特許請求の範囲】[Claims] 【請求項1】 加圧流動床ボイラ灰を主な固体原料と
し、該固体原料を、水ガラス溶液、苛性カリ溶液、又は
苛性ソ−ダ溶液のいずれかを固化剤として用いて固化し
たブロック体であることを特徴とする加圧流動床ボイラ
灰を用いた構造材料。
1. A block body obtained by using pressurized fluidized bed boiler ash as a main solid raw material, and solidifying the solid raw material by using either a water glass solution, a caustic potash solution or a caustic soda solution as a solidifying agent. A structural material using pressurized fluidized bed boiler ash, which is characterized.
【請求項2】 前記固体原料は、高炉スラグ又はカオリ
ン等粘土鉱物のうち少なくとも1種を10〜30重量%含む
固体原料であることを特徴とする請求項1記載の加圧流
動床ボイラ灰を用いた構造材料。
2. The pressurized fluidized bed boiler ash according to claim 1, wherein the solid raw material is a solid raw material containing 10 to 30% by weight of at least one of clay minerals such as blast furnace slag and kaolin. The structural material used.
【請求項3】 前記固体原料は、微粉炭燃焼ボイラから
発生するフライアッシュを10〜30重量%含む固体原料で
あることを特徴とする請求項1又は請求項2記載の加圧
流動床ボイラ灰を用いた構造材料。
3. The pressurized fluidized bed boiler ash according to claim 1 or 2, wherein the solid raw material is a solid raw material containing 10 to 30% by weight of fly ash generated from a pulverized coal combustion boiler. Structural material using.
【請求項4】 前記水ガラス溶液は、比重が概ね1.27の
1号水ガラス溶液(化学組成Na2O.2SiO2.aq)であること
を特徴とする請求項1乃至請求項3のいずれかに記載の
加圧流動床ボイラ灰を用いた構造材料。
4. The water glass solution has a specific gravity of about 1.27.
Construction material using the PFBC boiler ash according to any one of claims 1 to 3, characterized in that one water glass solution (chemical composition Na 2 O.2SiO 2 .aq).
【請求項5】 前記構造材料は、前記固体原料に前記溶
液を加え混練する工程と、該混練した流体を型枠に流し
込む工程と、該流し込んだ流体を該型枠内で所定期間養
生し固化する工程と、該固化したブロック体を該型枠か
ら離型する工程と、該離型したブロック体を所定期間養
生し材料強度を増大させる工程と、を含み製造した構造
材料であることを特徴とする請求項1乃至請求項4のい
ずれかに記載の加圧流動床ボイラ灰を用いた構造材料。
5. The structural material comprises the steps of adding the solution to the solid raw material and kneading, pouring the kneaded fluid into a mold, and curing the poured fluid in the mold for a predetermined period of time to solidify. And a step of releasing the solidified block body from the mold, and a step of curing the released block body for a predetermined period of time to increase the material strength. A structural material using the pressurized fluidized bed boiler ash according to any one of claims 1 to 4.
【請求項6】 前記固化する工程の養生及び/又は前記
材料強度を増大させる工程の養生は、室温に放置・放冷
して行う養生であることを特徴とする請求項5記載の加
圧流動床ボイラ灰を用いた構造材料。
6. The pressurized flow according to claim 5, wherein the curing in the step of solidifying and / or the curing in the step of increasing the material strength is a curing performed by leaving it to stand at room temperature and allowing it to cool. Structural material using floor boiler ash.
【請求項7】 前記固化する工程の所定期間は概ね1日
であり、前記材料強度を増大させる工程の所定期間は概
ね4週間であることを特徴とする請求項5又は請求項6
記載の加圧流動床ボイラ灰を用いた構造材料。
7. The method according to claim 5, wherein the predetermined period of the solidifying step is approximately one day, and the predetermined period of the step of increasing the material strength is approximately four weeks.
A structural material using the described pressurized fluidized bed boiler ash.
【請求項8】 前記混練は、振動締固成型の機器を用い
て行う混練であることを特徴とする請求項5乃至請求項
7のいずれかに記載の加圧流動床ボイラ灰を用いた構造
材料。
8. The structure using the pressurized fluidized bed boiler ash according to claim 5, wherein the kneading is kneading performed using a vibration compaction molding device. material.
【請求項9】 前記構造材料は、セメントモルタル試験
のJIS規格(4×4×16cm、スパン距離10cm)による曲
げ試験で5MPa以上の曲げ強度を有するブロック体であ
ることを特徴とする請求項1乃至請求項8のいずれかに
記載の加圧流動床ボイラ灰を用いた構造材料。
9. The block material having a bending strength of 5 MPa or more in a bending test according to JIS standard (4 × 4 × 16 cm, span distance 10 cm) of cement mortar test, wherein the structural material is a block body. A structural material using the pressurized fluidized bed boiler ash according to claim 8.
JP2002028921A 2002-02-06 2002-02-06 Structural material using pressurized fluidized bed boiler ash Expired - Fee Related JP4048351B2 (en)

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JP2007238380A (en) * 2006-03-09 2007-09-20 Chugoku Electric Power Co Inc:The Prestress concrete product and concrete structure
JP2008230869A (en) * 2007-03-16 2008-10-02 Chugoku Electric Power Co Inc:The Concrete composition
JP2008239433A (en) * 2007-03-28 2008-10-09 Nagoya Institute Of Technology Solidification method of ceramic, ceramic solidified body and activated ceramic powder
JP2009137826A (en) * 2007-11-15 2009-06-25 Makoto Ichitsubo Method for manufacturing concrete secondary product and the concrete secondary product
JP2009137827A (en) * 2007-11-15 2009-06-25 Makoto Ichitsubo Method for manufacturing concrete secondary product and concrete secondary product
JP2010095444A (en) * 2010-02-04 2010-04-30 Nagoya Institute Of Technology Solidification method of ceramics
JP2012131698A (en) * 2010-12-21 2012-07-12 Runhorn Pretech Engineering Co Ltd Cementation method of low calcium fly ash at normal temperature
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007197263A (en) * 2006-01-27 2007-08-09 Chuden Kankyo Technos Co Ltd Mortar composition
JP2007238380A (en) * 2006-03-09 2007-09-20 Chugoku Electric Power Co Inc:The Prestress concrete product and concrete structure
JP2008230869A (en) * 2007-03-16 2008-10-02 Chugoku Electric Power Co Inc:The Concrete composition
JP2008239433A (en) * 2007-03-28 2008-10-09 Nagoya Institute Of Technology Solidification method of ceramic, ceramic solidified body and activated ceramic powder
JP2009137826A (en) * 2007-11-15 2009-06-25 Makoto Ichitsubo Method for manufacturing concrete secondary product and the concrete secondary product
JP2009137827A (en) * 2007-11-15 2009-06-25 Makoto Ichitsubo Method for manufacturing concrete secondary product and concrete secondary product
JP2010095444A (en) * 2010-02-04 2010-04-30 Nagoya Institute Of Technology Solidification method of ceramics
JP2012131698A (en) * 2010-12-21 2012-07-12 Runhorn Pretech Engineering Co Ltd Cementation method of low calcium fly ash at normal temperature
JP2014159373A (en) * 2010-12-21 2014-09-04 Ruentex Eng & Constr Co Ltd Cementation method of low calcium fly ash at room normal temperature
JP2014028727A (en) * 2012-07-31 2014-02-13 Maeda Corp Method for preparing a geopolymer composition and method for building a structure using the geopolymer composition
CN104446309A (en) * 2014-11-25 2015-03-25 沈阳建筑大学 Quick repairing material for buildings and preparation method of quick repairing material

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