[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

JP2002160952A - Artificial lightweight aggregate - Google Patents

Artificial lightweight aggregate

Info

Publication number
JP2002160952A
JP2002160952A JP2000354620A JP2000354620A JP2002160952A JP 2002160952 A JP2002160952 A JP 2002160952A JP 2000354620 A JP2000354620 A JP 2000354620A JP 2000354620 A JP2000354620 A JP 2000354620A JP 2002160952 A JP2002160952 A JP 2002160952A
Authority
JP
Japan
Prior art keywords
lightweight aggregate
cement
aggregate
calcium silicate
incinerated 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.)
Pending
Application number
JP2000354620A
Other languages
Japanese (ja)
Inventor
Makoto Kitamura
真 北村
Takashi Osugi
高志 大杉
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP2000354620A priority Critical patent/JP2002160952A/en
Publication of JP2002160952A publication Critical patent/JP2002160952A/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
    • C04B20/00Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/10Coating or impregnating
    • C04B20/1055Coating or impregnating with inorganic materials
    • C04B20/1077Cements, e.g. waterglass
    • 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
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00767Uses not provided for elsewhere in C04B2111/00 for waste stabilisation purposes
    • 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

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Civil Engineering (AREA)
  • Inorganic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide artificial lightweight aggregate which is manufactured by using incinerator ash of sludge, etc., and treating at a low temperature about 100 deg.C to suppress the elution of hazardous substances. SOLUTION: An inorganic powder mix comprising calcium silicate and incinerator ash of 100 pts.wt. and lightweight aggregate or synthetic resin powder of 5-50 pts.wt. are mixed, agglomerated and carbonated to give the lightweight aggregate.

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、焼却灰を骨材とし
てセメント、コンクリート材料に混入し得る、軽量な人
工軽量骨材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lightweight artificial lightweight aggregate capable of mixing incinerated ash as an aggregate into cement and concrete materials.

【0002】[0002]

【従来の技術】現在、一般ゴミや下水汚泥等の処分に
は、焼却処分による減容化が採用されている。これらの
廃棄物は焼却によって大幅に体積が減少する上、腐敗臭
等の問題も解決することが出来る。しかし、この様な焼
却による廃棄物処理についても焼却による有害物の発生
や有害な重金属が残留するといった問題が生じている。
これに対して、焼却灰もしくは廃棄物を直接、高温で処
理し、ガラス化させてスラグ状態に処理する方法が検討
されている(例えば、下水道汚泥を利用した透水性ブロ
ックの製造技術;月刊下水道Vol.17 NO.4、
1994年)。この様なスラグ化の手法は有害な有機物
は熱分解され、重金属は拡散速度が非常に小さくなるこ
とから有効な有害物の処理手法であるが、1000℃以
上の高温で処理することから消費エネルギーが非常に大
きく大規模な設備が必要であるといった問題がある。
2. Description of the Related Art At present, volume reduction by incineration is adopted for disposal of general garbage and sewage sludge. These wastes are greatly reduced in volume by incineration, and can also solve problems such as putrefaction odor. However, such waste treatment by incineration also causes problems such as generation of harmful substances by incineration and harmful heavy metals remaining.
On the other hand, a method of directly treating incinerated ash or waste at a high temperature, vitrifying it and treating it in a slag state has been studied (for example, a technology for manufacturing a permeable block using sewage sludge; monthly sewerage). Vol.17 No.4,
1994). Such a slag-forming method is an effective method of treating harmful organic substances because harmful organic substances are thermally decomposed and the diffusion rate of heavy metals is extremely low. However, there is a problem that it is very large and requires large-scale equipment.

【0003】[0003]

【発明が解決しようとする課題】本発明は、上記問題を
解決するためになされたものであり、汚泥等の焼却灰を
100℃程度の低温で有害物の溶出抑制処理が可能であ
り、かつ軽量性も期待出来る焼却灰を利用出来る人工軽
量骨材を提供することを目的とする。
DISCLOSURE OF THE INVENTION The present invention has been made to solve the above-mentioned problem, and it is possible to perform a treatment for suppressing the elution of harmful substances from incinerated ash such as sludge at a low temperature of about 100 ° C. It is an object of the present invention to provide an artificial lightweight aggregate that can utilize incinerated ash that can also be expected to be lightweight.

【0004】[0004]

【課題を解決するための手段】本発明は、カルシウムシ
リケート、及び焼却灰からなる無機質混合粉体100重
量部に対して、軽量骨材又は合成樹脂粉体を5〜50重
量部を混合、造粒した後、炭酸化処理されてなることを
特徴とする人工軽量骨材である。
According to the present invention, a lightweight aggregate or a synthetic resin powder is mixed with 5 to 50 parts by weight with respect to 100 parts by weight of an inorganic mixed powder comprising calcium silicate and incinerated ash. An artificial lightweight aggregate characterized by being carbonized after being granulated.

【0005】上記焼却灰は粉末状のものであれば特に限
定されなく例えば、一般ゴミ焼却灰や汚泥焼却灰が挙げ
られるが、性状の点で汚泥焼却灰、例えば下水汚泥焼却
灰等が好適である。
[0005] The incinerated ash is not particularly limited as long as it is in the form of powder, and includes, for example, general refuse incinerated ash and sludge incinerated ash. is there.

【0006】上記カルシウムシリケート材料とはカルシ
ウムとシリカが化合した無機質材料であり、例えばセメ
ント、ワラストナイト等の天然鉱物;製鉄所で発生する
スラグ等が挙げられる。上記カルシウムシリケート材料
の中でも、特にセメントが価格も安く、造粒が容易であ
るという点で好ましい。
[0006] The calcium silicate material is an inorganic material in which calcium and silica are combined, and examples thereof include natural minerals such as cement and wollastonite; and slag generated in steel works. Among the above calcium silicate materials, cement is particularly preferable because it is inexpensive and easy to granulate.

【0007】上記セメントは、水和に伴い水酸化カルシ
ウムが生成するセメントであれば特に限定されず、例え
ば、普通ポルトランド系セメント、特殊ポルトランド系
セメント、アルミナ系セメント等を使用することが出来
るが、炭酸化処理時の緻密化効果が大きいという点でポ
ルトランド系セメントが好ましい。
[0007] The cement is not particularly limited as long as calcium hydroxide is produced with hydration. For example, ordinary Portland cement, special Portland cement, alumina cement and the like can be used. However, Portland cement is preferred in that the effect of densification during the carbonation treatment is large.

【0008】上記ポルトランド系セメントとは一般にエ
ーライト(C3S:3CaO・SiO2 )或いはビーラ
イト(C2S:2CaO・SiO2 )と呼ばれる未水和
珪酸カルシウム化合物を主成分とするセメントであり、
普通ポルトランドセメント、早強ポルトランドセメン
ト、超早強ポルトランドセメント、中庸熱ポルトランド
セメント、低熱ポルトランドセメント、耐硫酸塩ポルト
ランドセメント、各種低アルカリ形ポルトランドセメン
ト、高炉セメント、シリカセメント、フライアッシュセ
メント等の混合セメント、白色セメント等が挙げられ
る。
The above Portland cement is a cement mainly composed of an unhydrated calcium silicate compound called alite (C3S: 3CaO.SiO 2 ) or belite (C2S: 2CaO.SiO 2 ).
Mixed cements such as ordinary Portland cement, early-strength Portland cement, ultra-high-strength Portland cement, moderate-heat Portland cement, low-heat Portland cement, sulfate-resistant Portland cement, various low-alkali type Portland cements, blast furnace cement, silica cement, fly ash cement, etc. And white cement.

【0009】上記カルシウムシリケート及び焼却灰から
なる無機質混合粉体中に占める焼却灰の配合割合は、1
0〜80wt%の範囲が好ましい。焼却灰が80wt%
より多いと有害物の溶出抑制効果が十分に発現されず、
10wt%未満の場合は有害物の抑制には問題はないも
のの、焼却灰の有効利用という観点からは有効性が少な
いものとなる。より好ましくは25〜65wt%であ
る。
The mixing ratio of incinerated ash in the inorganic mixed powder comprising calcium silicate and incinerated ash is 1
The range of 0 to 80 wt% is preferable. 80 wt% incinerated ash
If it is larger, the effect of suppressing the elution of harmful substances will not be sufficiently exhibited,
If it is less than 10 wt%, there is no problem in controlling harmful substances, but the effectiveness is low from the viewpoint of effective utilization of incinerated ash. More preferably, it is 25 to 65 wt%.

【0010】上記軽量骨材又は合成樹脂粉体の配合量は
上記カルシウムシリケート及び焼却灰からなる無機質混
合粉体100重量部に対して、5〜50重量部である。
5重量部未満であると軽量化効果が低下し、また50重
量部を超えると造粒工程で粒状に成形するのが困難とな
る。又、得られる人工軽量骨材の吸水率も高くなる。よ
り好ましくは10〜35重量部である。
The compounding amount of the above-mentioned lightweight aggregate or synthetic resin powder is 5 to 50 parts by weight based on 100 parts by weight of the inorganic mixed powder comprising calcium silicate and incinerated ash.
If the amount is less than 5 parts by weight, the effect of reducing the weight is reduced. Further, the water absorption of the obtained artificial lightweight aggregate also increases. More preferably, it is 10 to 35 parts by weight.

【0011】上記軽量骨材は特に限定されないが、例え
ば、パーライト、シラスバルーン、フライアッシュバル
ーン、ガラスバルーン等の無機軽量骨材;スチレンビー
ズ、ポリエチレンビーズ等の有機系軽量骨材が使用され
る。これら軽量骨材のうち、水分変化や温度変化に伴う
寸法変化の少ない無機軽量骨材が好ましい。
The above-mentioned lightweight aggregate is not particularly limited. For example, inorganic lightweight aggregates such as pearlite, shirasu balloon, fly ash balloon and glass balloon; organic lightweight aggregates such as styrene beads and polyethylene beads are used. Among these lightweight aggregates, inorganic lightweight aggregates that undergo little dimensional change due to changes in moisture and temperature are preferable.

【0012】上記合成樹脂粉体は特に限定されないが、
比重が低い方が添加量が少なくても軽量化効果が大き
い。また粒径については2mm以下である方が造粒が容
易であるため好ましい。又、この合成樹脂粉体には廃プ
ラスチックの粉砕品や製造工程での加工屑等、産業廃棄
物を有効に再利用することが可能である。上記合成樹脂
粉体を構成する樹脂としては例えば、塩化ビニル樹脂、
ポリエチレン、FRP等が挙げられる。
Although the above synthetic resin powder is not particularly limited,
The lower the specific gravity, the greater the weight reduction effect even if the amount added is small. The particle size is preferably 2 mm or less because granulation is easy. In addition, industrial waste such as pulverized waste plastic and processing waste in the manufacturing process can be effectively reused as the synthetic resin powder. As the resin constituting the synthetic resin powder, for example, vinyl chloride resin,
Examples include polyethylene and FRP.

【0013】本発明の混合、造粒方法は限定されないが
材料の分散が均一に行えることから、カルシウムシリケ
ート、焼却灰、及び人工軽量骨材/合成樹脂粉体を、乾
式で一旦、混合して均質化した後に水を添加して混合す
る方法が好ましい。これら、混合、造粒方法としては例
えば、転動、押し出し、打錠、一軸攪拌、混合機(ヘン
シェルミキサー)等が挙げられる。
The method of mixing and granulating according to the present invention is not limited, but since the materials can be uniformly dispersed, calcium silicate, incinerated ash, and artificial lightweight aggregate / synthetic resin powder are once mixed in a dry manner. A method of adding water and mixing after homogenization is preferable. These mixing and granulating methods include, for example, tumbling, extrusion, tableting, uniaxial stirring, and a mixer (Henschel mixer).

【0014】本発明の炭酸化処理とは、上記カルシウム
シリケート材料におけるカルシウム成分の炭酸化反応を
進行させる処理を意味する。上記炭酸化処理の方法とし
ては任意濃度の炭酸ガスや、超臨界状態の二酸化炭素を
利用することが出来る。
The carbonation treatment of the present invention means a treatment for promoting a carbonation reaction of a calcium component in the calcium silicate material. As a method of the carbonation treatment, carbon dioxide gas having an arbitrary concentration or carbon dioxide in a supercritical state can be used.

【0015】上記炭酸化処理温度としては、30〜20
0℃であることが好ましい。温度が30℃より低いと炭
酸化反応が充分に起こるには大きな時間を要するし、2
00℃より高くなると炭酸化反応は迅速になるものの大
きなエネルギーが必要となり設備が大規模となってしま
う。骨材中に有機系の強化繊維等が含まれる場合、該繊
維等が熱劣化を起こす恐れがある。
The carbonation temperature is 30 to 20.
Preferably it is 0 ° C. If the temperature is lower than 30 ° C., it takes a long time for the carbonation reaction to take place sufficiently,
If the temperature is higher than 00 ° C., the carbonation reaction becomes quick, but large energy is required, and the equipment becomes large-scale. When the organic reinforcing fiber or the like is contained in the aggregate, the fiber or the like may cause thermal deterioration.

【0016】上記炭酸化処理の圧力としては、0.1M
Pa〜15MPaの範囲が好ましく、特に水和初期段階
で処理した場合、圧力が0.1MPaより低いと炭酸化
反応が不十分となったり、十分な炭酸化反応に長時間を
要する可能性がある。一方、加圧圧力を15MPaより
高くしても炭酸化反応の速度は大きくは変わらず、逆
に、大きなエネルギーが必要となるだけで工業生産性や
設備の大型化という観点から合理性に欠け不適当であ
る。
The pressure of the carbonation treatment is 0.1 M
The range of Pa to 15 MPa is preferable, and particularly when the treatment is performed in the initial stage of hydration, if the pressure is lower than 0.1 MPa, the carbonation reaction may be insufficient or a sufficient carbonation reaction may require a long time. . On the other hand, even if the pressurizing pressure is higher than 15 MPa, the rate of the carbonation reaction does not change much. Conversely, only a large amount of energy is required, and rationality is inevitable from the viewpoint of industrial productivity and enlargement of equipment. Appropriate.

【0017】上記炭酸化処理の時間としては、用いるセ
メントや造粒物の粒径にもよるが、上記の好ましい温
度、圧力範囲内で処理を行った場合、24時間以内であ
ることが好ましく、より好ましくは5〜60分である。
処理時間が5分より短いと、炭酸化反応が充分に起こり
難い。一方、処理時間を24時間より長くしても、それ
以上炭酸化反応は進行せず、炭酸化効果はこれ以上向上
し難いだけでなく、逆に消費エネルギー、設備面からも
合理的ではない。
The time for the carbonation treatment depends on the particle size of the cement or granulated material to be used, but is preferably within 24 hours when the treatment is performed within the above-mentioned preferred temperature and pressure ranges. More preferably, it is 5 to 60 minutes.
If the treatment time is shorter than 5 minutes, the carbonation reaction is unlikely to occur sufficiently. On the other hand, if the treatment time is longer than 24 hours, the carbonation reaction does not proceed any more, and the carbonation effect is not easily improved anymore, and conversely, it is not reasonable in terms of energy consumption and equipment.

【0018】上記カルシウムシリケートがセメントであ
る場合、水を添加することにより造粒し易くなるので好
ましい。その場合、水の添加量はカルシウムシリケート
と焼却灰からなる無機質混合粉体100重量部に対し
て、10〜300重量部が好ましい。この範囲を超える
と造粒が困難となる。
It is preferable that the calcium silicate is a cement, since granulation is facilitated by adding water. In this case, the amount of water is preferably from 10 to 300 parts by weight based on 100 parts by weight of the inorganic mixed powder composed of calcium silicate and incinerated ash. If it exceeds this range, granulation becomes difficult.

【0019】上記セメント、焼却灰、及び水からなる混
合物の造粒の場合は、一軸式攪拌機(例:「ヘンシェル
ミキサー」三井鉱山社製)で造粒することにより物性の
良好な骨材を得ることが出来るという点で好ましい。
In the case of granulating a mixture comprising the cement, incinerated ash and water, an aggregate having good physical properties is obtained by granulating with a uniaxial stirrer (eg, "Henschel mixer" manufactured by Mitsui Mining Co., Ltd.). This is preferable in that it can be performed.

【0020】炭酸化処理は造粒工程によって最終的な形
状となった段階以降に行い、好ましくはセメントの水和
初期段階、具体的にはセメント中に含まれる珪酸カルシ
ウム化合物の水和率が0%(実質的には造粒直後)から
30%の範囲である。
The carbonation treatment is performed after the stage in which the final shape is obtained by the granulation step. Preferably, the hydration ratio of the calcium silicate compound contained in the cement is preferably at the initial stage of hydration of the cement. % (Substantially immediately after granulation) to 30%.

【0021】上記珪酸カルシウム化合物の水和率とは、
セメント原料中に含まれる未水和珪酸カルシウム化合物
量をA、水和率測定時の残存未水和珪酸カルシウム化合
物量をBとすると、〔(A−B)/A〕×100で示さ
れる値をいう。セメント中の未水和珪酸カルシウム化合
物(エーライト及びビーライト)量の測定方法として
は、X線回折測定装置や核磁気共鳴装置(29Si−N
MR)を利用する公知の方法を用いることが出来る(N
MRを利用した方法の参考文献:G.Parry−Jo
nes,Cementand Concrete Re
search,Vol.19,p228−234,19
89参照)。
The hydration rate of the calcium silicate compound is as follows:
Assuming that the amount of the unhydrated calcium silicate compound contained in the cement raw material is A and the amount of the remaining unhydrated calcium silicate compound at the time of measuring the hydration ratio is B, a value represented by [(AB) / A] × 100 Say. As a method for measuring the amount of unhydrated calcium silicate compound (alite and belite) in cement, an X-ray diffractometer or a nuclear magnetic resonance apparatus (29Si-N
A known method utilizing MR) can be used (N
References for methods utilizing MR: Parry-Jo
nes, Cementand Concrete Re
search, Vol. 19, p228-234,19
89).

【0022】その他、上記炭酸化処理の際には、炭酸化
処理に供する造粒物の水/セメント比は、0.075〜
0.5の範囲であることが好ましい。造粒物の水/セメ
ント比とは造粒物に含有される水分の重量をセメント成
分の重量で割った値であり、水/セメント比が0.07
5より低いと、二酸化炭素との反応が充分に起こらず炭
酸化反応の効率が低下する。逆に、水/セメント比が
0.5より高いとセメント粒子間に存在する余剰水が二
酸化炭素の拡散を妨げ、水和反応の初期段階における炭
酸化反応が充分に起こらない。造粒物の水/セメント比
において、それが0.075より低い場合には新たに水
を添加して、また、それが0.5より高い場合には吸引
等で余分な水を除去して、最終的に0.075〜0.5
の範囲になれば良い。
In addition, at the time of the carbonation treatment, the water / cement ratio of the granulated material to be subjected to the carbonation treatment is 0.075 to
It is preferably in the range of 0.5. The water / cement ratio of the granulated product is a value obtained by dividing the weight of water contained in the granulated product by the weight of the cement component.
When it is lower than 5, the reaction with carbon dioxide does not sufficiently occur, and the efficiency of the carbonation reaction decreases. Conversely, if the water / cement ratio is higher than 0.5, the excess water existing between the cement particles hinders the diffusion of carbon dioxide, and the carbonation reaction in the initial stage of the hydration reaction does not sufficiently occur. If the water / cement ratio of the granulated material is lower than 0.075, newly add water, and if it is higher than 0.5, remove excess water by suction or the like. , Finally 0.075-0.5
Should be within the range.

【0023】また、水/セメント比が0.5より多い場
合でも、炭酸化処理の時期を遅らせることで、拡散を阻
害する余剰水の一部が水和反応に利用されたり、造粒物
中から蒸発することで、炭酸化反応が進行することがあ
るが、適当な水分量に調製して水和反応の初期に炭酸化
する方がより効果的である。また、最適な水/セメント
比は、用いるセメント、骨材の添加量によって異なる
が、水/セメント比は0.1〜0.4が最も好ましい。
造粒物の表面に、カルシウムシリケート材料のみの層を
設けることにより、有害物抑制効果を更に高めることも
出来る。
Further, even when the water / cement ratio is more than 0.5, by delaying the carbonation treatment, part of the excess water that inhibits diffusion is used for the hydration reaction, Although the carbonation reaction may proceed by evaporating from the water, it is more effective to prepare an appropriate amount of water and carbonate at the beginning of the hydration reaction. The optimum water / cement ratio varies depending on the amount of cement and aggregate used, but the water / cement ratio is most preferably 0.1 to 0.4.
By providing a layer of only a calcium silicate material on the surface of the granulated material, the harmful substance control effect can be further enhanced.

【0024】(作 用)本発明の人工軽量骨材は、焼却
灰が炭酸化された緻密なカルシウムシリケート組織中に
分散された状態になっているため、有害物の拡散移動が
抑制される。又、骨材の主材料として廃棄物を利用して
いるので廃棄物の有効利用という観点からも非常に有用
である。更に合成樹脂粉体や微細な軽量骨材を混合する
ことで、骨材の比重が低下するので軽量骨材としての利
用が可能である。
(Operation) In the artificial lightweight aggregate of the present invention, the incinerated ash is dispersed in the carbonated dense calcium silicate tissue, so that the diffusion and movement of harmful substances are suppressed. Further, since the waste is used as the main material of the aggregate, it is very useful from the viewpoint of effective use of the waste. Further, by mixing a synthetic resin powder or a fine lightweight aggregate, the specific gravity of the aggregate is reduced, so that it can be used as a lightweight aggregate.

【0025】[0025]

【発明の実施の形態】(実施例1、2)表1に示した配
合組成に従って、普通ポルトランドセメント、汚泥焼却
灰、フライアッシュバルーンを、ヘンシェルミキサー
(三井鉱山社製)で均一に混合した。上記混合物に水3
5重量部を添加し、引き続きヘンシェルミキサーにて造
粒を行い、直径10mm程度の造粒物を得た。上記造粒
物をミキサーより取り出し、6時間室温で養生した後に
オートクレーブに入れ、温度100℃、圧力8MPaの
条件で30分間、二酸化炭素処理を行って人工軽量骨材
とした。
(Examples 1 and 2) According to the composition shown in Table 1, ordinary Portland cement, sludge incineration ash and fly ash balloon were uniformly mixed with a Henschel mixer (Mitsui Mining Co., Ltd.). Water 3 in the above mixture
5 parts by weight were added, and granulation was subsequently performed with a Henschel mixer to obtain a granulated product having a diameter of about 10 mm. The granulated product was taken out of the mixer, cured at room temperature for 6 hours, placed in an autoclave, and subjected to carbon dioxide treatment at a temperature of 100 ° C. and a pressure of 8 MPa for 30 minutes to obtain an artificial lightweight aggregate.

【0026】(実施例3、4)表1に示した配合組成に
従って、普通ポルトランドセメント、汚泥焼却灰、塩化
ビニル樹脂粉体をヘンシェルミキサー(三井鉱山社製)
で均一に混合した。これに水35重量部を添加し、引き
続きヘンシェルミキサーにて造粒を行い、直径10mm
程度の造粒物を得た。上記造粒物をミキサーより取り出
し、6時間室温中で養生した後にオートクレーブに入
れ、温度100℃、圧力8MPaの条件で30分間、二
酸化炭素処理を行って人工軽量骨材とした。尚、上記塩
化ビニル樹脂粉体には塩化ビニル樹脂管の加工時に発生
する切粉を用いた。
(Examples 3 and 4) According to the composition shown in Table 1, ordinary Portland cement, sludge incineration ash, and vinyl chloride resin powder were mixed with a Henschel mixer (manufactured by Mitsui Mining Co., Ltd.).
And mixed uniformly. 35 parts by weight of water was added thereto, and the mixture was granulated with a Henschel mixer, and the diameter was 10 mm.
Granules of a degree were obtained. The granulated product was taken out of the mixer, cured at room temperature for 6 hours, placed in an autoclave, and subjected to carbon dioxide treatment at a temperature of 100 ° C. and a pressure of 8 MPa for 30 minutes to obtain an artificial lightweight aggregate. In addition, the cutting powder generated at the time of processing a vinyl chloride resin pipe was used for the above-mentioned vinyl chloride resin powder.

【0027】(比較例)表1に示した配合組成に従っ
て、フライアッシュバルーンや塩化ビニル樹脂粉体を配
合しなかったこと以外は、上記実施例と同様の方法によ
り造粒物を得、炭酸化処理せずに一週間室温で養生して
人工軽量骨材とした。
(Comparative Example) According to the composition shown in Table 1, except that fly ash balloon and vinyl chloride resin powder were not blended, a granulated product was obtained in the same manner as in the above example, and carbonation was performed. It was cured at room temperature for one week without treatment to obtain an artificial lightweight aggregate.

【0028】[骨材の溶出試験]上記実施例及び比較例
で得られた骨材を使用し、これを粉砕せずに評価するこ
と以外は平成3年8月23日環境庁告示第46号「土壌
の汚染に係る環境基準」に示される方法に準拠して重金
属の溶出試験の検液調製を行い、ICP発光分析によっ
てCd、Pb、Se、As、T−Cr(全クロム量)の
定量を行った。それら結果及び、汚泥焼却灰の試験デー
タを表1に示した。
[Aggregate Dissolution Test] The Aggregate obtained in the above Examples and Comparative Examples was used and evaluated without pulverization. Prepare a test solution for a heavy metal elution test in accordance with the method shown in "Environmental Standards for Soil Contamination", and quantify Cd, Pb, Se, As, and T-Cr (total chromium) by ICP emission analysis. Was done. The results and test data of the sludge incineration ash are shown in Table 1.

【0029】[骨材の圧縮強度試験]実施例及び比較例
で得られた骨材を使用し、5mm/minの試験速度で
骨材の圧縮破壊時の最大強度を測定した。強度は最大荷
重を骨材の断面積で除することによって算出した。これ
らの骨材の比重、吸水率、及び圧縮強度の結果を表2に
示した。
[Aggregate Compressive Strength Test] Using the aggregates obtained in Examples and Comparative Examples, the maximum strength of the aggregate at the time of compressive fracture was measured at a test speed of 5 mm / min. The strength was calculated by dividing the maximum load by the cross-sectional area of the aggregate. Table 2 shows the results of specific gravity, water absorption and compressive strength of these aggregates.

【0030】表2から判る通り、実施例で製造した焼却
灰利用骨材は、有害な重金属の溶出が認められない。こ
れに対して比較例ではCrの溶出が認められる。また、
表3から判るように、実施例1〜4の人工軽量骨材は比
較例のものより機械強度、緻密性(吸水率)共に優れ、
また軽量骨材添加により軽量化が可能であり、コンクリ
ート用の軽量骨材として好適な結果になっている。
As can be seen from Table 2, no harmful heavy metals are eluted from the incinerated ash aggregate produced in the examples. On the other hand, in the comparative example, elution of Cr is observed. Also,
As can be seen from Table 3, the artificial lightweight aggregates of Examples 1 to 4 are superior in both mechanical strength and denseness (water absorption) to those of Comparative Example.
In addition, the weight can be reduced by adding the lightweight aggregate, and the result is suitable as a lightweight aggregate for concrete.

【0031】[0031]

【表1】 [Table 1]

【表2】 [Table 2]

【表3】 [Table 3]

【0032】[0032]

【発明の効果】本発明の人工軽量骨材は、一般の骨材と
同様にセメント、コンクリートに使用出来る。通常、焼
却灰を土木資材として使用する場合、粉体状でハンドリ
ングが悪い上に、有害重金属成分の溶出が懸念される。
しかし、本発明の人工軽量骨材では、焼却灰が炭酸化さ
れた緻密なカルシウムシリケート組織中に分散された状
態になっているため、有害物の溶出が抑制されている。
又、本発明の人工軽量骨材は、低温の炭酸化処理を行う
ことによって容易・簡便に製造出来、低エネルギー処理
であることから、人工骨材を廉価に提供し得る。又、比
重の低い軽量骨材や合成樹脂粉体を添加することで、上
記骨材に軽量性を付与出来、軽量骨材としての使用が可
能である。さらに、原料として一般に廃棄物処理困難な
焼却灰や塩化ビニル樹脂等の廃プラスチックを有効に利
用することが出来るのでリサイクル性に対して有意義で
ある。
The artificial lightweight aggregate of the present invention can be used for cement and concrete as well as general aggregate. Normally, when incinerated ash is used as a civil engineering material, it is in powder form and is poorly handled, and harmful heavy metal components may be eluted.
However, in the artificial lightweight aggregate of the present invention, the incineration ash is dispersed in the carbonated dense calcium silicate tissue, so that elution of harmful substances is suppressed.
In addition, the artificial lightweight aggregate of the present invention can be easily and simply manufactured by performing a low-temperature carbonation treatment, and can provide an artificial aggregate at low cost because it is a low-energy treatment. Also, by adding a lightweight aggregate having a low specific gravity or a synthetic resin powder, the above-mentioned aggregate can be given lightness, and can be used as a lightweight aggregate. Furthermore, waste plastics such as incinerated ash and vinyl chloride resin, which are generally difficult to treat as waste, can be effectively used as raw materials, which is significant for recyclability.

───────────────────────────────────────────────────── 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 18:10 C04B 18:10 Z 24:26) 24:26) A 111:40 111:40 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) C04B 18:10 C04B 18:10 Z 24:26) 24:26) A 111: 40 111: 40

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 カルシウムシリケート、及び焼却灰から
なる無機質混合粉体100重量部に対して、軽量骨材又
は合成樹脂粉体を5〜50重量部を混合、造粒した後、
炭酸化処理されてなることを特徴とする人工軽量骨材。
1. After mixing and granulating 5 to 50 parts by weight of a lightweight aggregate or a synthetic resin powder with respect to 100 parts by weight of an inorganic mixed powder composed of calcium silicate and incinerated ash,
An artificial lightweight aggregate characterized by being carbonated.
【請求項2】 上記カルシウムシリケートが、セメント
である請求項1記載の人工軽量骨材。
2. The artificial lightweight aggregate according to claim 1, wherein the calcium silicate is cement.
【請求項3】 上記無機質混合粉体中における焼却灰の
含有率が10〜80wt%である請求項1、又は2記載
の人工軽量骨材。
3. The artificial lightweight aggregate according to claim 1, wherein the content of the incinerated ash in the inorganic mixed powder is 10 to 80 wt%.
JP2000354620A 2000-11-21 2000-11-21 Artificial lightweight aggregate Pending JP2002160952A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000354620A JP2002160952A (en) 2000-11-21 2000-11-21 Artificial lightweight aggregate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000354620A JP2002160952A (en) 2000-11-21 2000-11-21 Artificial lightweight aggregate

Publications (1)

Publication Number Publication Date
JP2002160952A true JP2002160952A (en) 2002-06-04

Family

ID=18827174

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000354620A Pending JP2002160952A (en) 2000-11-21 2000-11-21 Artificial lightweight aggregate

Country Status (1)

Country Link
JP (1) JP2002160952A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2550170A (en) * 2016-05-11 2017-11-15 Carbon8 Systems Ltd Improved production of aggregates

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2550170A (en) * 2016-05-11 2017-11-15 Carbon8 Systems Ltd Improved production of aggregates
GB2550170B (en) * 2016-05-11 2022-10-05 Carbon8 Systems Ltd Improved production of aggregates
US11840481B2 (en) 2016-05-11 2023-12-12 Carbon8 Systems Limited Production of aggregates

Similar Documents

Publication Publication Date Title
Tang et al. Use of CO2 curing to enhance the properties of cold bonded lightweight aggregates (CBLAs) produced with concrete slurry waste (CSW) and fine incineration bottom ash (IBA)
Meng et al. Recycling of wastes for value-added applications in concrete blocks: An overview
Vishwakarma et al. Green Concrete mix using solid waste and nanoparticles as alternatives–A review
Monosi et al. Electric arc furnace slag as natural aggregate replacement in concrete production
JP4030636B2 (en) Cement composition using sewage sludge incineration ash and method of using the cement composition
Khankhaje et al. A review of utilization of industrial waste materials as cement replacement in pervious concrete: An alternative approach to sustainable pervious concrete production
CN111003992A (en) Foam concrete for sewage filtration and preparation method thereof
JPWO2006098202A1 (en) Fired product
Liu et al. Properties of flue gas desulphurization gypsum–activated steel slag fine aggregate red mud–based concrete
Hughes et al. Production of ‘green’concrete using red gypsum and waste
JP2583729B2 (en) Detoxification and stabilization of waste containing hazardous heavy metals
JP2002160952A (en) Artificial lightweight aggregate
JP2007015893A (en) Lightweight mortar or concrete using granulated hydrothermal solid matter of paper sludge incineration ash
JPH11278911A (en) Solidifying material
JP2003327457A (en) Substitution for portland cement, production method thereof, hard block cement board obtained by using the same and production method thereof
JP2002137943A (en) Artificial light aggregate and method of producing the same
JP4450519B2 (en) Construction sludge treatment method
JPH11165147A (en) Method for stabilizing heavy metal-containing waste treating agent and heavy metal-containing waste
JP3980109B2 (en) Incineration ash firing method / fired product and method of using the fired product
Sicakova et al. Influence of high dosage of specific C&DW micro-fillers on the fluidity of concrete
JP4139371B2 (en) Manufacturing method of pipework laying back material and pipework laying back material
JP4567504B2 (en) Fired product
JP2002173350A (en) Aggregate production process utilizing incineration ash and production equipment for the same process
JP2004105783A (en) Solidification material and solidification method for soil
JP2007176793A (en) Method for manufacturing fired product of incineration ash