JPH07124535A - Curing/coagulating agent of incineration ash and production of building material - Google Patents

Curing/coagulating agent of incineration ash and production of building material

Info

Publication number
JPH07124535A
JPH07124535A JP5274306A JP27430693A JPH07124535A JP H07124535 A JPH07124535 A JP H07124535A JP 5274306 A JP5274306 A JP 5274306A JP 27430693 A JP27430693 A JP 27430693A JP H07124535 A JPH07124535 A JP H07124535A
Authority
JP
Japan
Prior art keywords
curing
combustion ash
cement
hardening
building material
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP5274306A
Other languages
Japanese (ja)
Inventor
Yonemi Sano
米実 佐野
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP5274306A priority Critical patent/JPH07124535A/en
Publication of JPH07124535A publication Critical patent/JPH07124535A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B18/00Use 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
    • C04B18/02Agglomerated materials, e.g. artificial aggregates
    • C04B18/021Agglomerated materials, e.g. artificial aggregates agglomerated by a mineral binder, e.g. cement
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/04Portland cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/10Accelerators; Activators
    • C04B2103/14Hardening accelerators
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/30Water reducers, plasticisers, air-entrainers, flow improvers
    • C04B2103/304Air-entrainers
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/40Surface-active agents, dispersants
    • C04B2103/408Dispersants
    • 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

Abstract

PURPOSE:To achieve a cost reduction and to obtain high hardness by using a compsn. based on cement and containing lignosulfonate, lime, gypsum and silicate as auxiliary agents as a curing/coagulating agent curing and coagulating incineration ash in order to reutilize incineration ash as aggregate of a building material. CONSTITUTION:As a curing/coagulating agent curing and coagulating the so- called fly ash being the fine powdery coal ash discharged from a steam power plant and the incineration ash discharged from a garbage incinerator in order to reutilize both of them as aggregate of a building material, a compsn. based on cement, containing lignosulfonate as a dispersing and fluidizing agent/water reducing agent and further containing lime/gypsum and silicate as a curing accelerating agent as auxiliary agents mixed with cement is used. This curing/ coagulating agent is mixed with incineration ash and the mixture of the curing/ coagulating agent and incineration ash are cured and coagulated to produce a desired building material. As silicate, aluminum silicate is pref. used. By this constitution, a building material having a high hardness is obtained at a low cost.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、火力発電所から排出す
る微粉石炭灰であるいわゆるフライアッシュや、塵芥焼
却炉より排出する燃焼灰、それに火山噴火によって噴出
する火山灰等の各種燃焼灰を硬化凝結させ、該燃焼灰を
建築材の骨材として再利用するための燃焼灰の硬化凝結
剤、及び該硬化凝結剤を用いて製造された建築材に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention cures so-called fly ash, which is fine coal ash discharged from a thermal power plant, combustion ash discharged from a refuse incinerator, and various combustion ash such as volcanic ash ejected by a volcanic eruption. The present invention relates to a hardening coagulant of combustion ash for coagulating and reusing the combustion ash as an aggregate of a building material, and a building material manufactured using the hardening coagulant.

【0002】[0002]

【従来の技術】従来、微粉炭燃焼ボイラーの煙道ガスか
ら収塵機で採取するフライアッシュや、塵芥焼却炉より
排出する燃焼灰、その他、火山灰等は、一部埋立地等に
投棄を行っているが、この種の方法も限度のある処理方
法である。従って、適切に処理仕切れない燃焼灰がゴミ
公害の原因として問題化しつつあった。
2. Description of the Related Art Conventionally, fly ash collected from a flue gas of a pulverized coal combustion boiler with a dust collector, combustion ash discharged from a refuse incinerator, and volcanic ash are partially dumped to a landfill site. However, this type of method is also a limited processing method. Therefore, combustion ash that cannot be properly treated and processed is becoming a problem as a cause of dust pollution.

【0003】そこで、最近、燃焼灰の処理や利用方法等
についての種々の研究・検討がなされており、その代表
的なものとして、燃焼灰を建築材の骨材として有効に再
利用するという考えが提案されている。
Therefore, recently, various studies and examinations have been made on the treatment and utilization method of combustion ash, and as a typical example, the idea of effectively reusing combustion ash as an aggregate of building materials. Is proposed.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、各種燃
焼灰を建築材の骨材として再利用するには、以下のよう
な問題点があった。すなわち、フライアッシュに代表さ
れるように高温度で燃焼された灰の表面形状は、ベアリ
ング状に球形化している。そのため、安価なポルトラン
ドセメント(以下、単に「セメント」と略す。)を硬化
剤として用い、燃焼灰を硬化凝結せしめて、再利用製品
が必要とする所定強度の発現をみるには、多量のセメン
トを必要とする。それにより、建築材の製造原価が押し
上げられ商品化は不可能であり、その一方、普通のコン
クリートと同様のセメント使用量では強度の発現は困難
であるという問題点があった。
However, there are the following problems in reusing various combustion ash as an aggregate of building materials. That is, the surface shape of the ash burned at a high temperature, as represented by fly ash, is spherical like a bearing. For this reason, inexpensive Portland cement (hereinafter simply referred to as "cement") is used as a curing agent, and the combustion ash is hardened and coagulated. Need. As a result, the manufacturing cost of the building material is increased, and commercialization is impossible. On the other hand, there is a problem that strength development is difficult with the same amount of cement used as ordinary concrete.

【0005】また、燃焼灰を建築材として再利用するに
は、各建築材に要求される諸々の条件が満たされなけれ
ばならない。具体的には、歩道用ブロックに例をとる
と、要求される圧縮強度は50kgf/cm2 以上であり、ま
た、吸水率は10% 以内と言うように目的とする建築材に
合致した条件の製品でなければならない。従って、これ
らの条件を満たして、はじめて燃焼灰の再利用が可能と
なるため、この全ての条件を満たすような燃焼灰の硬化
凝結剤の出現が切望されていた。
Further, in order to reuse the combustion ash as a building material, various conditions required for each building material must be satisfied. Specifically, taking a sidewalk block as an example, the required compressive strength is 50 kgf / cm 2 or more, and the water absorption rate is within 10%. Must be a product. Therefore, since the combustion ash can be reused only after satisfying these conditions, the advent of a hardening coagulant for combustion ash that satisfies all these conditions has been desired.

【0006】従来、一般的に考えられる高強度を発現さ
せる凝結法には、エマルジョン化した合成樹脂を燃焼灰
に添加する方法があるが、低価格を本来とする燃焼灰骨
材(以下、「骨材」とする。)には高価格で利用できな
い。他に、石膏硬化法、石灰硬化法、水硝子硬化法等の
土木工事、建築工事で一部的に利用されている方法もあ
る。しかし、これらの方法は低価格ではあるが、再利用
する骨材が要求強度に達し得ず利用できないという問題
点があった。
Conventionally, there is a method of adding an emulsified synthetic resin to the combustion ash as a coagulation method which is generally considered to express high strength. It is not available at a high price. In addition, there are methods such as gypsum hardening method, lime hardening method, and water glass hardening method, which are partially used in civil engineering and construction work. However, although these methods are low in price, there is a problem that the aggregate to be reused cannot reach the required strength and cannot be used.

【0007】他に残された低価格の方法は、一般的なセ
メントを利用する方法である。だが、発明者の実験で
は、セメント単体で強度を発現させるには骨材1に対し
てセメント1以上の混入量を必要とする。従って、如何
に安価なセメントと言えども価格的に採用できる方法で
はない。
The remaining low cost method is to use common cement. However, according to the experiments conducted by the inventor, a mixing amount of 1 or more cement is required for 1 aggregate in order to develop the strength of cement alone. Therefore, no matter how cheap the cement is, it is not a method that can be cost-effectively adopted.

【0008】本発明は、このような従来の問題点に着目
してなされたもので、燃焼灰を建築材として再利用する
に際し、必要最低量のセメントを使用して硬化凝結させ
ることができ、コストを低減することが可能となり、ま
た、各建築材に要求される諸々の条件を満たすことがで
き、しかも、今後ますます社会問題化する燃焼灰処理の
一助にもなる燃焼灰の硬化凝結剤、及び建築材の製造方
法を提供することを目的としている。
The present invention has been made by paying attention to such a conventional problem, and when reusing combustion ash as a building material, it can be hardened and condensed by using a minimum necessary amount of cement, Curing ash curing coagulant that can reduce costs, meet various conditions required for each building material, and also contribute to the treatment of combustion ash, which will become an increasingly social problem in the future. , And a method for manufacturing a building material.

【0009】[0009]

【課題を解決するための手段】かかる目的を達成するた
めの本発明の要旨とするところは、各種の燃焼灰を硬化
凝結させ、該燃焼灰を建築材の骨材として再利用するた
めの燃焼灰の硬化凝結剤であって、セメントを主剤と
し、分散流動剤・減水剤としてリグニンスルホン酸塩
を、また硬化促進剤として石灰,石膏及び珪酸塩を、そ
れぞれ前記主剤に対し調和混合する助剤として組成して
なることを特徴とする燃焼灰の硬化凝結剤に存する。
The gist of the present invention for attaining the above object is to provide a combustion method for hardening and condensing various combustion ash and reusing the combustion ash as an aggregate of a building material. An ash-hardening coagulant, which is cement as a main component, and a lignin sulfonate as a dispersant / water-reducing agent, and lime, gypsum and silicate as a hardening accelerator, which are mixed in harmony with the main component. It exists in a hardening coagulant of combustion ash characterized by being formed as.

【0010】また、別の観点からの本発明の要旨とする
ところは、前記硬化凝結剤を燃焼灰に混入し、前記硬化
凝結剤と燃焼灰との混合物を硬化凝固させることを特徴
とする建築材の製造方法に存する。
Another aspect of the present invention is that the hardened coagulant is mixed with combustion ash, and a mixture of the hardened coagulant and combustion ash is hardened and solidified. It lies in the method of manufacturing the material.

【0011】以上のように本発明は、主剤としてセメン
トを利用する硬化凝結剤等であるが、必要最低量のセメ
ントを使用して硬化凝結させることが可能であり、コス
トを大幅に低減できるものである。すなわち、球形化し
て粘着性を無くしたフライアッシュ等の骨材に所定の助
剤を添加し、加えたセメントの硬化凝結反応を助長し
て、高い硬度を発現させるものである。
As described above, the present invention is a hardening coagulant or the like which uses cement as the main ingredient, but it is possible to harden and coagulate by using the minimum necessary amount of cement, and the cost can be greatly reduced. Is. That is, a predetermined auxiliary agent is added to an aggregate such as fly ash which is made spherical and has no tackiness, and promotes the hardening and setting reaction of the added cement to develop high hardness.

【0012】なお、本発明において、添加する全ての物
質は、動植物に害が無く、一次公害や二次公害をも発生
しない物質を採用することが条件である。
In the present invention, it is a condition that all the substances to be added should be substances that do not cause damage to animals and plants and do not cause primary pollution or secondary pollution.

【0013】[0013]

【作用】本発明に係る燃焼灰の硬化凝結剤は、セメント
を主剤とし、これに分散流動剤・減水剤としてリグニン
スルホン酸塩を、また、硬化促進剤として石灰,石膏及
び珪酸塩を、それぞれ助剤として混入し、互いに調和混
合させて得ることができる。
The hardening coagulant for combustion ash according to the present invention comprises cement as a main component, lignin sulfonate as a dispersant and water reducing agent, and lime, gypsum and silicate as hardening accelerators. It can be obtained by mixing as an auxiliary agent and mixing them in harmony.

【0014】こうして得られた硬化凝結剤を、球形化し
て粘着性を無くしたフライアッシュ等の燃焼灰から成る
骨材に添加すると、骨材とセメント、それに各助剤との
水和反応等の種々の化学反応が平行して起こり、互いに
影響し合って、球形化していた燃焼灰の表面に突起状生
成物が析出する。
When the hardened coagulant thus obtained is added to an aggregate made of combustion ash such as fly ash which is spheroidized to eliminate stickiness, the hydration reaction between the aggregate and the cement and each auxiliary agent can be prevented. Various chemical reactions take place in parallel and interact with each other to deposit protruding products on the surface of the spheroidized combustion ash.

【0015】そして、燃焼灰の表面に生じた突起状生成
物が、燃焼灰の表面を粘着性に富む凸凹形状に変化させ
る。それにより、球状化していた骨材の相互間の接着性
を高めることができ、セメントの使用量を少量化するこ
とを可能とするとともに、高い硬度を発現させることが
できる。
Then, the projection-like product generated on the surface of the combustion ash changes the surface of the combustion ash into a rough and sticky shape. As a result, the adhesiveness between the spherical aggregates can be increased, the amount of cement used can be reduced, and high hardness can be exhibited.

【0016】前記硬化凝結剤を各種の燃焼灰に混入し
て、前記硬化凝結剤と燃焼灰との混合物を硬化凝固させ
れば、必要最低量のセメントにて、廃棄物同然の燃焼灰
を再利用した安価な建築材を得ることが可能となる。従
って、建築材のコストを大幅に低減でき、さらに、今後
ますます社会問題化する燃焼灰処理の一助にもなる。
By mixing the above-mentioned hardened coagulant into various kinds of combustion ash and hardening and solidifying the mixture of the above-mentioned hardened coagulant and combustion ash, a minimum amount of cement is required to regenerate the combustion ash which is similar to waste. It is possible to obtain inexpensive building materials that are used. Therefore, the cost of building materials can be significantly reduced, and further, it will contribute to the treatment of combustion ash, which will become an increasingly social problem in the future.

【0017】[0017]

【実施例】以下、本発明に係る燃焼灰の硬化凝結剤の一
実施例について、具体的に説明する。燃焼灰の硬化凝結
剤は、各種燃焼灰を硬化凝結させ、該燃焼灰を建築材の
骨材として再利用するためのものであり、硬化材として
用いる主剤と、該主剤の硬化凝結反応を助長して高い硬
度を発現させる助剤とを組成してなる。
EXAMPLES An example of the hardening coagulant for combustion ash according to the present invention will be specifically described below. The hardening coagulant of combustion ash is for hardening and condensing various kinds of combustion ash and reusing the combustion ash as an aggregate of a building material, and promotes a main agent used as a hardening material and a hardening and setting reaction of the main agent. To form a high hardness.

【0018】主剤としては、水硬性のポルトランドセメ
ントに代表される通常のセメントが使用される。一方、
助剤には、分散流動剤・減水剤・粘着剤としては、リグ
ニンスルホン酸ナトリウム等のリグニンスルホン酸塩が
使用され、また、硬化促進材としては、消石灰等の石
灰、石膏、並びに珪酸アルミニウム等の珪酸塩が使用さ
れる。
As the main component, ordinary cement represented by hydraulic Portland cement is used. on the other hand,
As an auxiliary agent, a dispersion fluidizer, a water reducing agent, an adhesive agent, a lignin sulfonate such as sodium lignin sulfonate is used, and a hardening accelerator is lime such as slaked lime, gypsum, and aluminum silicate. Silicates are used.

【0019】さらに詳しく言えば、先ず、主剤として用
いるセメントは、石灰石と粘土を主原料とし、これらを
微細に粉砕して調和混合した後、加熱・冷却処理して造
られるものである。その組成は、一般的に、3CaO・SiO2/
50%、2CaO・SiO2/26%、3CaO・Al2O3/9%、4CaO・Al2O3・Fe2O3/9
% 、他にCaSO4 が標準的に含有されている。
More specifically, first, the cement used as the main component is made by using limestone and clay as main raw materials, finely crushing them and mixing them in harmony, followed by heating and cooling. Its composition is generally 3CaO ・ SiO 2 /
50%, 2CaO · SiO 2/ 26%, 3CaO · Al 2 O 3/9%, 4CaO · Al 2 O 3 · Fe 2 O 3/9
%, And CaSO 4 is also contained as standard.

【0020】セメントの硬化反応については多くの技術
発表がなされているので、ここでは簡単に必要事項のみ
説明する。すなわち、セメントの硬化凝結は、いくつも
の水和反応が並行して起こり互いに影響しあって、各々
の水和物組織が微妙に変化し、その機構は単純なもので
はないが、セメントは水と速やかに反応して生じるセメ
ントゲルと呼ばれるゲル状水和物によって行われる。
Since many technical announcements have been made regarding the hardening reaction of cement, only the necessary items will be briefly described here. In other words, the hardening and setting of cement is caused by a number of hydration reactions that occur in parallel and interact with each other, resulting in subtle changes in the hydrate structure of each cement. It is carried out by a gel-like hydrate called cement gel which is formed by a rapid reaction.

【0021】この水和反応では、ゲル状膜を通して水が
内部に拡散して膜内部に水和物層の発達が生じる。これ
は一般的にトポ化学反応と呼ばれている反応で、この反
応によって進行発達したセメントゲルは、骨材粒子間の
空隙を次第に埋めて結晶化しながら相互に橋渡しをし
て、強度を発現することが知られている。
In this hydration reaction, water diffuses inside through the gel-like film and a hydrate layer develops inside the film. This is a reaction generally called a topo chemical reaction, and the cement gel that has progressed and developed by this reaction gradually fills the voids between the aggregate particles and bridges each other while crystallizing to develop strength. It is known.

【0022】次に、各々の助剤について詳しく説明す
る。分散流動剤・減水剤として使用するリグニンスルホ
ン酸塩は、コンクリート用減水剤や土壌改良剤として一
般に市販されている製品であり、パルプ製造時に排出す
る廃液を処理して製造され食品香料のバニラの原料とし
て知られている。
Next, each auxiliary will be described in detail. Lignin sulfonate, which is used as a dispersant / water reducing agent, is a product that is generally marketed as a water reducing agent for concrete and a soil conditioner, and is produced by treating the waste liquid discharged during pulp production. It is known as a raw material.

【0023】このリグニンスルホン酸塩は、例えば、リ
グニンスルホン酸のナトリウム塩、カルシウム塩、又は
マグネシウム塩であるが、このうちナトリウム塩を使用
するのが良い。何故なら、カルシウム塩等を使用しても
反応上同様であるが、後述する石灰、石膏とカルシウム
化合物を多く使用しているため、使用量に細心の注意を
払わないと白華現象を助長させる原因となるためであ
る。
The lignin sulfonate is, for example, a sodium salt, a calcium salt or a magnesium salt of lignin sulfonic acid, and it is preferable to use the sodium salt. The reason is that even if a calcium salt is used, the reaction is similar, but since a large amount of lime, gypsum and calcium compounds described below are used, the white flower phenomenon is promoted unless careful attention is paid to the amount used. This is because it becomes a cause.

【0024】本実施例では、ナトリウム塩、即ちリグニ
ンスルホン酸ナトリウムを使っている。かかるリグニン
スルホン酸ナトリウムの使用量は後述するが、できる限
り最低必要量にする必要がある。何故ならば、セメント
硬化後に雨水等によって完成した製品からリグニンスル
ホン酸ナトリウムが溶出してしまい、その部分に空隙が
生じて製品強度に影響が出る危険があるためである。
In this embodiment, a sodium salt, that is, sodium lignin sulfonate is used. The amount of such sodium lignin sulfonate used will be described later, but it should be set to the minimum required amount as much as possible. This is because there is a risk that sodium lignin sulfonate will be eluted from the finished product due to rainwater or the like after the cement is hardened, and voids will be generated in that portion, which will affect the product strength.

【0025】なお、他に粘着剤としては、CMC(カル
ボキシメチルセルロース)、ポリビニルアルコール等の
糊剤が数多く知られており、市販されているが、何れも
分散性・流動性・減水性に欠ける。粘着剤としての利用
も化学的反応性がなく、製品化後におても、雨水等で溶
出する危険があり、強度だけでなく、防水性にまで影響
を及ぼす。
In addition, many adhesives such as CMC (carboxymethyl cellulose) and polyvinyl alcohol are known as adhesives, and they are commercially available, but they lack the dispersibility, fluidity and water-reducing property. Even when it is used as an adhesive, it is not chemically reactive, and there is a risk of elution with rainwater even after it is commercialized, which affects not only strength but also waterproofness.

【0026】また、硬化凝結剤の助剤として、硬化促進
剤を使用する目的は、前途した如く球状化している燃焼
灰である骨材を硬化させるには、多量のセメントを必要
とし、経済性が悪く採算に乗らないという従来の問題を
解決することにある。即ち、セメントの使用量を少量化
するためには、球状化した骨材の相互間の接着性を高め
る必要がある。
Further, the purpose of using a curing accelerator as an auxiliary agent for the hardening coagulant is to reduce the amount of cement required to cure the aggregate, which is the combustion ash that has been spheroidized as before, and is economical. The problem is to solve the traditional problem of not being profitable. That is, in order to reduce the amount of cement used, it is necessary to enhance the adhesiveness between the spherical aggregates.

【0027】これについて発明者は種々の実験を行なっ
た結果、石灰,石膏及び珪酸塩を硬化促進剤として適量
添加することによって、後述する如く球状化している燃
焼灰の表面を突起状に変化させることに成功した。本実
施例においては、石灰には、安価な消石灰を用いてお
り、石膏には、半水石膏(CaSO41/2H2O 焼石膏) を用い
ており、また、珪酸塩には、珪酸アルミニウムを用いて
いる。
As a result of various experiments conducted by the inventor on this, the surface of the spheroidized combustion ash is changed into protrusions by adding appropriate amounts of lime, gypsum and silicate as hardening accelerators, as will be described later. Was successful. In the present embodiment, the lime, is used an inexpensive slaked lime, the gypsum, is used hemihydrate gypsum (CaSO 4 · 1/2 H 2 O calcined gypsum), also the silicate, Aluminum silicate is used.

【0028】次に、燃焼灰である骨材に対する主剤、及
び各助剤の添加使用量を、具体的に例示する。 1) 主剤であるセメントの添加使用量は、燃焼灰である
骨材に対して25% 以下で、各種建築材に要求される全て
の目的強度を達成することができる。なお、用途別製品
の要求強度により添加量の調整は簡単に可能である。
Next, the addition amounts of the main agent and each auxiliary agent to the aggregate which is the combustion ash will be specifically exemplified. 1) The addition amount of cement, which is the main ingredient, is 25% or less with respect to the aggregate that is combustion ash, and it is possible to achieve all the target strengths required for various building materials. It should be noted that the addition amount can be easily adjusted depending on the required strength of the product for each application.

【0029】2) 助剤のうち分散流動剤・減水剤として
使用するリグニンスルホン酸塩は、本実施例ではリグニ
ンスルホン酸ナトリウムを用いており、その添加量は、
前記セメントに対して0.05〜0.1%が適量である。なお、
0.05% 以下では粘性の不足を来し、0.1%以上では硬化を
遅らせる作用が生じて、製品製造時に生産性や作業性が
低下するので注意を要する。
2) Of the auxiliaries, the lignin sulfonate used as the dispersant / fluidizing agent and the water reducing agent is sodium lignin sulfonate in this example, and the addition amount is
An appropriate amount is 0.05 to 0.1% with respect to the cement. In addition,
If it is less than 0.05%, the viscosity will be insufficient, and if it is more than 0.1%, the action of delaying the curing will occur, and the productivity and workability will decrease during the production of the product.

【0030】3) 助剤のうち硬化促進剤の一つとして使
用する石灰は、本実施例では安価な消石灰を用いてお
り、その添加量は、前記骨材に対して0.5%〜1.0%が望ま
しい。なお、0.5%以下では反応不足が生じ、1.0%以上の
添加は未反応カルシウム分が長時間において、空気中の
炭酸ガスと反応して白華現象を起こし、美観を損じるば
かりでなく、強度の低下を起こす原因ともなる。
3) Among the auxiliaries, lime used as one of the hardening accelerators is inexpensive slaked lime in this example, and the addition amount is 0.5% to 1.0% with respect to the aggregate. desirable. If 0.5% or less, insufficient reaction occurs, and if 1.0% or more is added, unreacted calcium content reacts with carbon dioxide gas in the air for a long time to cause a white flower phenomenon, which not only spoils aesthetics but also improves strength. It also causes a drop.

【0031】4) 助剤のうち硬化促進剤の一つとして使
用する石膏は、本実施例では半水石膏(CaSO4・1/2H2O 焼
石膏) を用いており、その添加量は前記セメントに対し
てSO3として2%以下で十分である。これ以上の添加は
セメントの凝結を遅延させる結果を招く。なお、石膏は
短期強度を高め乾燥収縮を減じ、化学的抵抗性を向上す
る等の効果も知られている。
4) Among the auxiliaries, hemihydrate gypsum (CaSO 4 .1 / 2H 2 O calcined gypsum) is used as gypsum used as one of the hardening accelerators in the present embodiment, and the addition amount is as described above. 2% or less of SO 3 relative to cement is sufficient. Any further addition results in retarding the setting of the cement. In addition, gypsum is also known to have effects such as short-term strength enhancement, drying shrinkage reduction, and chemical resistance enhancement.

【0032】5) 助剤のうち硬化促進剤の一つとして使
用する珪酸塩は、本実施例では珪酸アルミニウムを用い
ており、これは天然品又は合成品の何れでも良い。その
添加量は、前記消石灰に対して20%以上、30%未満にす
べきである。30%以上の添加は無意味であり、却って、
未反応分が残留し強度劣化を招く危険がある。
5) As the silicate used as one of the curing accelerators among the auxiliaries, aluminum silicate is used in this embodiment, which may be a natural product or a synthetic product. The addition amount should be 20% or more and less than 30% with respect to the slaked lime. Addition of 30% or more is meaningless, on the contrary,
There is a risk of unreacted components remaining and causing strength deterioration.

【0033】これら添加された各助剤は、主剤であるセ
メントの水和反応、トポ反応(Topo-chemical reaction)
を助長促進させるとともに、燃焼灰である骨材相互間に
架橋を形成して結晶化し、強固な強度の発現をみるもの
である。
Each of these added auxiliaries is hydrated or topo-reacted (Topo-chemical reaction) of the main ingredient, cement.
In addition to accelerating the growth of the ash, a crosslink is formed between the aggregates, which are combustion ash, to crystallize, and a strong strength is observed.

【0034】以下に、燃焼灰と硬化凝結剤との作用につ
いて説明する。本発明に係る硬化促進剤を、球形化して
粘着性を無くしたフライアッシュ等の燃焼灰から成る骨
材に添加すると、骨材とセメント、それに各助剤との水
和反応等の種々の化学反応が平行して起こる。
The action of the combustion ash and the hardened coagulant will be described below. When the curing accelerator according to the present invention is added to an aggregate composed of combustion ash such as fly ash that is spheroidized to eliminate stickiness, various chemistries such as a hydration reaction between the aggregate and cement, and each auxiliary agent The reactions occur in parallel.

【0035】燃焼灰に添加した消石灰の反応には、灰分
及び他に添加されているセメント、珪酸アルミニウム、
石膏等に水を加えて混合練込みを行った時に、弱酸性成
分、即ち珪酸分(SiO2)やアルミナ分(Al2O3) が含まれて
いることが重要となる。消石灰と接触した珪酸分やアル
ミナ分は石灰液中に溶出し、石灰と反応して、カルシウ
ムシリケートハイドレート類(3CaO・SiO2・nH2O)、トバモ
ライト(Ca5(Si6O18H2)・4H2O)や、カルシウムアルミネー
トハイドレート類(3CaO・Al2O3・nH2O、4CaO・Al2O3・nH2O)
等の新しい反応物を生成する。
The reaction of slaked lime added to the combustion ash includes ash and other additives such as cement, aluminum silicate,
When water is added to gypsum or the like and mixed and kneaded, it is important that weakly acidic components, that is, silicic acid components (SiO 2 ) and alumina components (Al 2 O 3 ) are included. The silicic acid content and alumina content that have come into contact with slaked lime are eluted into the lime solution and react with lime to form calcium silicate hydrates (3CaO ・ SiO 2・ nH 2 O) and tobermorite (Ca 5 (Si 6 O 18 H 2 ) · 4H 2 O) and calcium aluminate hydrate compounds (3CaO · Al 2 O 3 · nH 2 O, 4CaO · Al 2 O 3 · nH 2 O)
, Etc. to produce new reactants.

【0036】また、消石灰の一部は、混合物中に含まれ
ている炭酸分と反応して、炭酸カルシウムを生成する(C
a(OH)+CO2 →CaCO3+H2O)。そして、生成した炭酸カルシ
ウムは、緻密化を促進すると共に新規反応物にも関与し
て、カルシウムアルミネート類とさらに反応して、カル
シウムアルミネートカーボネートハイドレート(3CaO・Al
2O3・CaCO3・12H2O、3CaO・Al2O3・3CaCO3・32H2O)を生成祈出
する。
A part of the slaked lime reacts with the carbonic acid contained in the mixture to produce calcium carbonate (C
a (OH) + CO 2 → CaCO 3 + H 2 O). Then, the generated calcium carbonate promotes densification and participates in a new reaction product, further reacts with calcium aluminates, and calcium aluminate carbonate hydrate (3CaO ・ Al
2 O 3 · CaCO 3 · 12H 2 O, 3CaO · Al 2 O 3 · 3CaCO 3 · 32H 2 O).

【0037】さらに、SiO2とAl2O3 の双方を持つケーレ
ナイト水和物(2CaO・Al2O3・SiO2・nH2O)も生成析出して灰
表面に突起状に析出し、これらの反応物はその成長とと
もに、各粒子間の空隙を充填・緻密化を促進して粒子間
相互の結合を促し、一方、石膏(CaSO41/2H2O)は、一旦
水に溶解して石膏として析出する。
Further, a kalenite hydrate having both SiO 2 and Al 2 O 3 (2CaO.Al 2 O 3 .SiO 2 .nH 2 O) is also formed and precipitated, and these are precipitated in the form of protrusions on the ash surface. with the reactants its growth, promote binding of the particles between each other to facilitate filling and densifying the voids between the particles, whereas, gypsum (CaSO 4 · 1/2 H 2 O) is once dissolved in water And deposit as gypsum.

【0038】常温付近における半水石膏は、結晶石膏(C
aSO4・2H2O)に比べて、著しく溶解度が高い。従って、半
水石膏に適量の水を加えて練ると、速やかに溶解して過
飽和状態で針状結晶が放射状に広がり、石膏の結晶がい
っきに析出する。それにより、消石灰の反応を助けると
ともに灰表面に突起状析出物を生成する。
Hemihydrate gypsum near room temperature is crystalline gypsum (C
Solubility is significantly higher than that of aSO 4・ 2H 2 O). Therefore, when an appropriate amount of water is added to the hemihydrate gypsum and kneaded, the hemihydrate gypsum is rapidly dissolved and the needle-like crystals spread radially in a supersaturated state, and the gypsum crystals are precipitated all at once. As a result, the reaction of slaked lime is assisted and at the same time, protrusion-like precipitates are formed on the ash surface.

【0039】これら幾多の生成析出物が燃焼灰の表面形
状を変化させて、灰相互間に適当な空隙を作り出しコー
ポラス化する。そして、混入されている少量添加したセ
メントのセメントゲルが、次第に空隙を埋めるように結
晶化しながら架橋して、建築材として要求される高強度
を発現を見ることができる。
A large number of these produced precipitates change the surface shape of the combustion ash, and create appropriate voids between the ash to form a corpus. Then, the cement gel of a small amount of cement mixed in is gradually crosslinked while crystallizing so as to fill the voids, and it can be seen that the high strength required as a building material is exhibited.

【0040】以上のように、硬化凝結剤を燃焼灰に混入
して、硬化凝結剤と燃焼灰との混合物を硬化凝固させれ
ば、必要最低量のセメントにて、廃棄物同然の燃焼灰を
再利用した建築材を得ることが可能となる。従って、建
築材のコストを大幅に低減でき、さらに、今後ますます
社会問題化する燃焼灰処理の一助にもなる。
As described above, if the hardened coagulant is mixed with the combustion ash and the mixture of the hardened coagulant and the combustion ash is hardened and solidified, the minimum amount of cement required will produce the combustion ash that is almost like waste. It is possible to obtain recycled building materials. Therefore, the cost of building materials can be significantly reduced, and further, it will contribute to the treatment of combustion ash, which will become an increasingly social problem in the future.

【0041】最後に、フィリピン・ピナツボ火山灰、並
びに火力発電所から排出したフライアッシュを骨材とし
て、本実施例に係る硬化凝結剤を実際に用いて造られた
製品である建築材の配合例と、その製品強度の一例を示
す。
Finally, a composition example of a building material, which is a product manufactured by actually using the hardening coagulant according to the present example, using the Philippines Pinatubo ash and fly ash discharged from a thermal power plant as an aggregate, , An example of the product strength is shown.

【0042】1) 製品名:コンクリートブロック(規格
強度70.0kgf/cm2 ) 骨材 火山灰 8,200.0gr 主剤 ポルトランドセメント 1,900.0gr 助剤;分散流動剤・減水剤 リグニンスルホン酸ナトリウム 1.5gr 助剤;硬化促進剤 消石灰 57.0gr 半水石膏 70.0gr 珪酸アルミニウム 14.5gr 2) 製品名:コンクリート煉瓦(規格強度80.0kgf/cm
2 ) 骨材 フライアッシュ 2,000.0gr 主剤 ポルトランドセメント 400.0gr 助剤;分散流動剤・減水剤 リグニンスルホン酸ナトリウム 0.3gr 助剤;硬化促進剤 消石灰 19.0gr 半水石膏 20.0gr 珪酸アルミニウム 5.3gr 上記の配合比率で建築材の試作を行った結果、発現強度
は火山灰では、規格強度(70.0kgf/cm2)を越える73.12k
gf/cm2となり、また、フライアッシュにおいても、規格
(80.0kgf/cm2) を越える100.9kgf/cm2の強度発現をみる
ことができた。
1) Product name: Concrete block (standard strength 70.0kgf / cm 2 ) Aggregate Volcanic ash 8,200.0gr Main agent Portland cement 1,900.0gr Auxiliary agent; Dispersion fluidizer / water reducing agent Sodium lignin sulfonate 1.5gr Auxiliary agent; Hardening accelerator Slaked lime 57.0 gr Hemihydrate gypsum 70.0 gr Aluminum silicate 14.5 gr 2) Product name: Concrete brick (standard strength 80.0 kgf / cm
2 ) Aggregate Fly ash 2000.0gr Main agent Portland cement 400.0gr Auxiliary agent: Dispersion fluidizer / water reducing agent Sodium lignin sulfonate 0.3gr Auxiliary agent: Hardening accelerator Slaked lime 19.0gr Hemihydrate gypsum 20.0gr Aluminum silicate 5.3gr Mixing ratio above As a result of trial building of building materials at, the manifestation strength of volcanic ash exceeds the standard strength (70.0kgf / cm 2 ) of 73.12k.
gf / cm 2 and also for fly ash
The strength development of 100.9 kgf / cm 2 exceeding (80.0 kgf / cm 2 ) could be seen.

【0043】なお、本発明の硬化凝結剤を使用して造ら
れる建築材は、従来のコンクリート製品の製造方法と同
様に利用すればよい。また、建築材の用途に応じた必要
性に基づき、セメント製品用の混和剤(AE剤・発泡剤・
防水剤)を任意に添加することもできる。
The building material produced by using the hardening coagulant of the present invention may be used in the same manner as in the conventional method for producing concrete products. In addition, based on the need for building materials, admixtures for cement products (AE agents, foaming agents,
A waterproofing agent) can be optionally added.

【0044】[0044]

【発明の効果】本発明に係る燃焼灰の硬化凝結剤によれ
ば、セメントを主剤とし、分散流動剤・減水剤としてリ
グニンスルホン酸塩を、また硬化促進剤として石灰,石
膏及び珪酸塩を、それぞれ助剤として組成したから、骨
材として利用する球形化して粘着性のないフライアッシ
ュ等の燃焼灰の表面を、粘着性に富む凸凹形状に変化さ
せることができるため、必要最低量のセメントを使用し
て、廃棄物たる燃焼灰を硬化凝結させて建築材として最
利用することが可能であり、かかる建築材の製造コスト
を大幅に低減することができる。
According to the hardening coagulant for combustion ash according to the present invention, cement is used as the main agent, lignin sulfonate is used as a dispersant / water reducing agent, and lime, gypsum and silicate are used as hardening accelerators. Since each was composed as an auxiliary agent, the surface of combustion ash such as fly ash that is spherical and non-sticky to be used as an aggregate can be changed into a bumpy uneven shape with a minimum amount of cement required. By using it, it is possible to harden and solidify the combustion ash as a waste and reuse it as a building material, and it is possible to significantly reduce the manufacturing cost of such building material.

【0045】また、本発明に係る建築材の製造方法によ
れば、前記硬化凝結剤を用いたことにより、高い硬度を
発現させることができ、各建築材に要求される諸々の条
件を低コストにて十分に満たすことができ、建築材の需
要に応じることができる。しかも、今後ますます社会問
題化する燃焼灰処理の一助にもなる。
Further, according to the method for manufacturing a building material of the present invention, high hardness can be exhibited by using the hardening coagulant, and various conditions required for each building material can be obtained at low cost. It is possible to meet the demand of building materials. In addition, it will also contribute to the treatment of combustion ash, which will become an increasingly social problem in the future.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 C04B 28/02 //(C04B 28/02 14:14 24:18 Z 22:06 Z 22:14 B 22:08) A ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Office reference number FI technical display location C04B 28/02 // (C04B 28/02 14:14 24:18 Z 22:06 Z 22:14 B 22:08) A

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】各種の燃焼灰を硬化凝結させ、該燃焼灰を
建築材の骨材として再利用するための燃焼灰の硬化凝結
剤であって、 セメントを主剤とし、 分散流動剤・減水剤としてリグニンスルホン酸塩を、ま
た硬化促進剤として石灰,石膏及び珪酸塩を、それぞれ
前記主剤に対し調和混合する助剤として、 組成してなることを特徴とする燃焼灰の硬化凝結剤。
1. A hardening coagulant of combustion ash for hardening and condensing various kinds of combustion ash and reusing the combustion ash as an aggregate of a building material, which comprises cement as a main agent and a dispersing fluidizer / water reducing agent. And a lignin sulfonate as a hardening accelerator, and lime, gypsum, and silicate as a hardening accelerator, respectively, as an auxiliary agent to be mixed in harmony with the main agent, and a hardening coagulant for combustion ash.
【請求項2】前記助剤を構成する硬化促進剤の一つであ
る珪酸塩として、珪酸アルミニウムを用いたことを特徴
とする請求項1記載の燃焼灰の硬化凝結剤。
2. The curing coagulant for combustion ash according to claim 1, wherein aluminum silicate is used as a silicate which is one of the curing accelerators constituting the auxiliary agent.
【請求項3】請求項1記載の燃焼灰の硬化凝合剤を燃焼
灰に混入し、 前記硬化凝結剤と燃焼灰との混合物を硬化凝固させるこ
とを特徴とする建築材の製造方法。
3. A method for producing a building material, which comprises mixing the hardening coagulant for combustion ash according to claim 1 into combustion ash and hardening and solidifying a mixture of the hardening coagulant and the combustion ash.
JP5274306A 1993-11-02 1993-11-02 Curing/coagulating agent of incineration ash and production of building material Pending JPH07124535A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5274306A JPH07124535A (en) 1993-11-02 1993-11-02 Curing/coagulating agent of incineration ash and production of building material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5274306A JPH07124535A (en) 1993-11-02 1993-11-02 Curing/coagulating agent of incineration ash and production of building material

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Publication Number Publication Date
JPH07124535A true JPH07124535A (en) 1995-05-16

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998023550A1 (en) * 1996-11-29 1998-06-04 'holderbank' Financiere Glarus Ag Cement composition
JP2006102614A (en) * 2004-10-04 2006-04-20 Kanazawa Hodo:Kk Method of recycling incineration ash containing heavy metal
JP2007216078A (en) * 2005-12-01 2007-08-30 Nippon Kankyo Sekkei Kk Treatment method of harmful waste and harmful matter sealing and solidifying agent
CN103601400A (en) * 2013-11-19 2014-02-26 江苏百瑞吉新材料有限公司 Sealing and curing agent for concrete
EP3106236A1 (en) * 2015-06-16 2016-12-21 Consorzio Cerea S.p.A. Aggregates for concrete and process for their preparation
CN109553345A (en) * 2018-12-10 2019-04-02 上海应用技术大学 A kind of preparation method with the modified concrete processed of domestic garbage incineration flyash

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998023550A1 (en) * 1996-11-29 1998-06-04 'holderbank' Financiere Glarus Ag Cement composition
JP2006102614A (en) * 2004-10-04 2006-04-20 Kanazawa Hodo:Kk Method of recycling incineration ash containing heavy metal
JP2007216078A (en) * 2005-12-01 2007-08-30 Nippon Kankyo Sekkei Kk Treatment method of harmful waste and harmful matter sealing and solidifying agent
CN103601400A (en) * 2013-11-19 2014-02-26 江苏百瑞吉新材料有限公司 Sealing and curing agent for concrete
EP3106236A1 (en) * 2015-06-16 2016-12-21 Consorzio Cerea S.p.A. Aggregates for concrete and process for their preparation
CN109553345A (en) * 2018-12-10 2019-04-02 上海应用技术大学 A kind of preparation method with the modified concrete processed of domestic garbage incineration flyash

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