JPH10310457A - Concrete using coal ash and its production - Google Patents
Concrete using coal ash and its productionInfo
- Publication number
- JPH10310457A JPH10310457A JP12800597A JP12800597A JPH10310457A JP H10310457 A JPH10310457 A JP H10310457A JP 12800597 A JP12800597 A JP 12800597A JP 12800597 A JP12800597 A JP 12800597A JP H10310457 A JPH10310457 A JP H10310457A
- Authority
- JP
- Japan
- Prior art keywords
- coal ash
- cement
- concrete
- aggregate
- water
- 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
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/02—Agglomerated materials, e.g. artificial aggregates
- C04B18/021—Agglomerated materials, e.g. artificial aggregates agglomerated by a mineral binder, e.g. cement
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、石炭灰を用いたコ
ンクリートおよびその製造方法に関する。The present invention relates to concrete using coal ash and a method for producing the same.
【0002】[0002]
【従来の技術】火力発電所では、石炭を燃料として使用
することにより大量の石炭灰を生じ、生じた石炭灰は通
常、産業廃棄物として埋め立てられている。近年、石炭
灰の再資源化を図るため、石炭灰にセメントを混ぜて固
めたコンクリートが開発されている。2. Description of the Related Art In a thermal power plant, a large amount of coal ash is produced by using coal as a fuel, and the produced coal ash is usually landfilled as industrial waste. In recent years, concrete in which cement is mixed with coal ash to harden the coal ash has been developed.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、従来の
石炭灰のみを用いたコンクリートは、クラックが発生し
やすいという問題点があった。However, the conventional concrete using only coal ash has a problem that cracks are easily generated.
【0004】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、クラックの発生しにくい、石炭灰
を用いたコンクリートおよびそ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 in view of such conventional problems, and an object of the present invention is to provide a concrete using coal ash, which hardly causes cracks, and a method for producing the same.
【0005】[0005]
【課題を解決するための手段】上記目的を達成するため
に、本発明に係る石炭灰を用いたコンクリートは、石炭
灰とセメントとを主成分とする骨材をセメントで結合し
て成ることを特徴とする。Means for Solving the Problems In order to achieve the above object, concrete using coal ash according to the present invention is obtained by combining an aggregate mainly composed of coal ash and cement with cement. Features.
【0006】本発明に係る石炭灰を用いたコンクリート
の製造方法は、石炭灰とセメントと水とを混合し、硬化
させた後、破砕して成る骨材と、セメントと、水とを混
合し、硬化させることを特徴とする。[0006] The method for producing concrete using coal ash according to the present invention is a method of mixing coal ash, cement, and water, hardening the mixture, and then crushing the aggregate, cement, and water. , And cured.
【0007】使用するセメントは、ポルトランドセメン
トが好ましい。骨材は、それぞれ大きさが均等であって
も、大きさにかなり差があってもよい。骨材は、硬化
後、収縮がある程度収まった後に破砕されたものでも、
硬化後直ちに破砕して収縮がある程度収まったものであ
ってもよい。骨材を作る際の石炭灰に対するセメントの
量は、利用目的に応じて7対3〜9対1が好ましい。骨
材を作る際のセメントに対する水の量は、100%〜2
00%が好ましい。骨材を用いてコンクリートを作る際
の骨材に対するセメントの量は、利用目的に応じて7対
3〜9対1が好ましい。骨材を用いてコンクリートを作
る際のセメントに対する水の量は、40%〜55%が好
ましい。The cement used is preferably Portland cement. The aggregates can be uniform in size or can vary considerably in size. Aggregate, even after hardening, shattered after some shrinkage subsided,
The material may be crushed immediately after curing to reduce the shrinkage to some extent. The amount of cement with respect to coal ash when making the aggregate is preferably 7: 3 to 9: 1, depending on the purpose of use. The amount of water for cement when making aggregate is 100% to 2%.
00% is preferred. The amount of cement relative to the aggregate when making concrete using the aggregate is preferably 7: 3 to 9: 1, depending on the purpose of use. The amount of water with respect to the cement when making concrete using the aggregate is preferably 40% to 55%.
【0008】本発明に係る石炭灰を用いたコンクリート
では、石炭灰をセメントで固めたものを骨材に用いるこ
とにより石炭灰の再資源化を図ることができる。骨材は
硬化後の収縮がある程度収まっているため、骨材をセメ
ントで固めたコンクリートを収縮させず、クラックを生
じさせない。本発明に係る石炭灰を用いたコンクリート
は、骨材に石炭灰が含まれるため、軽量であるとともに
吸水性が良好である。本発明に係る石炭灰を用いたコン
クリートの製造方法によれば、前述の本発明に係る石炭
灰を用いたコンクリートを容易に製造することができ
る。[0008] In the concrete using coal ash according to the present invention, the coal ash can be recycled by using aggregate obtained by solidifying the coal ash with cement. Since the shrinkage of the aggregate after curing hardens to a certain extent, the concrete obtained by cementing the aggregate with cement does not shrink and does not crack. The concrete using the coal ash according to the present invention is lightweight and has good water absorption because the aggregate contains the coal ash. According to the method for producing concrete using coal ash according to the present invention, the concrete using coal ash according to the present invention can be easily produced.
【0009】[0009]
【実施例】以下、本発明の実施例について説明する。第
1段階として、石炭灰とポルトランドセメントと水とを
表1に示す配合でミキサーにより混合し、混合したもの
を硬化させた。Embodiments of the present invention will be described below. As a first step, coal ash, Portland cement, and water were mixed by a mixer with the composition shown in Table 1, and the mixture was cured.
【0010】[0010]
【表1】 [Table 1]
【0011】硬化後28日経過して収縮が収まった時点
で破砕機で破砕して、石炭灰砕石を作った。破砕は、石
炭灰砕石が一般のコンクリートの骨材と同様の大きさに
なる程度に行った。この石炭灰砕石の硬化後28日目の
圧縮強度、比重および吸水率を測定したところ、圧縮強
度120Kg/cm2 、比重1.41、吸水率20.0
であった。石炭灰の代わりに同じ重量%の標準砂を用い
た一般のモルタルは比重2.5、吸水率0.2であり、
製造された石炭灰砕石は、一般のモルタルに比べて比重
が小さく、吸水率が高いことがわかる。When the shrinkage had subsided 28 days after curing, the mixture was crushed by a crusher to produce crushed coal ash. The crushing was performed to such an extent that the crushed coal ash became the same size as the aggregate of general concrete. The compression strength, specific gravity and water absorption of the coal ash crushed stone on the 28th day after hardening were measured. The compression strength was 120 kg / cm 2 , the specific gravity was 1.41 and the water absorption was 20.0.
Met. A general mortar using the same weight percent of standard sand instead of coal ash has a specific gravity of 2.5 and a water absorption of 0.2,
It can be seen that the manufactured coal ash crushed stone has a lower specific gravity and a higher water absorption rate than ordinary mortar.
【0012】次に、第2段階として、第1段階で準備し
た石炭灰砕石の骨材と、ポルトランドセメントと、水と
を表2に示す配合でミキサーにより混合し、混合したも
のを成形して硬化させ、石炭灰を用いたコンクリートを
製造した。なお、骨材には、石炭灰砕石を表面乾燥膨和
状態にしたものを用いた。Next, as a second stage, the aggregate of crushed coal ash prepared in the first stage, Portland cement, and water are mixed by a mixer according to the composition shown in Table 2, and the mixture is formed. The concrete was cured and manufactured using coal ash. In addition, what made the coal ash crushed stone into the surface dry expansion state was used for the aggregate.
【0013】[0013]
【表2】 [Table 2]
【0014】このコンクリートの硬化後28日目の圧縮
強度、比重および吸水率を測定したところ、圧縮強度1
35Kg/cm2 、比重1.49、吸水率18.1であ
った。表2の配合で石炭灰砕石の代わりに同じ重量%の
砂利を用いた一般のコンクリートは圧縮強度225Kg
/cm2 、比重2.40、吸水率4.0であり、石炭灰
を用いたコンクリートは、一般のコンクリートに比べて
比重が小さく、吸水率が高いことがわかる。When the compressive strength, specific gravity and water absorption of the concrete on the 28th day after hardening were measured, the compressive strength was 1
35 kg / cm 2 , specific gravity 1.49 and water absorption 18.1. General concrete using the same weight percentage of gravel instead of coal ash in the composition of Table 2 has a compressive strength of 225 kg.
/ Cm 2 , specific gravity 2.40, and water absorption 4.0, indicating that concrete using coal ash has a lower specific gravity and a higher water absorption than ordinary concrete.
【0015】製造した石炭灰を用いたコンクリートにつ
いて、所定期間ごとに収縮率を測定した。同時に、石炭
灰とポルトランドセメントと水とを表1に示す配合でミ
キサーにより混合し、混合後、硬化させたもの(比較
例)について収縮率を測定した。その結果を表3に示
す。The shrinkage of the concrete using the manufactured coal ash was measured at predetermined intervals. At the same time, coal ash, Portland cement, and water were mixed by a mixer with the composition shown in Table 1, and after mixing, the cured product (comparative example) was measured for shrinkage. Table 3 shows the results.
【0016】[0016]
【表3】 [Table 3]
【0017】表3を見ると、実施例の石炭灰を用いたコ
ンクリートは、石炭灰を砕石状にしない比較例に比べ
て、収縮率がきわめて小さいことがわかる。特に、製造
後の経過期間が長期になると、比較例との差が顕著で、
比較例に比べて収縮率が顕著に小さく、クラックが生じ
にくいことがわかる。Table 3 shows that the concrete using the coal ash of the example has a much smaller shrinkage ratio than the comparative example in which the coal ash is not crushed. In particular, when the elapsed time after production is long, the difference from the comparative example is remarkable,
It can be seen that the shrinkage is remarkably small as compared with the comparative example, and cracks are hardly generated.
【0018】実施例の石炭灰を用いたコンクリートは、
クラック防止剤を加えなくてもクラックを生じにくく、
大型の製品でもクラックを生じにくいので、門柱や、灯
籠、庭石、護岸緑化用ブロック、藻礁コンクリート、魚
礁コンクリート等に用いることができる。特に、灯籠や
庭石に成形する場合、多孔質で吸水性が良好であること
から、コケが生えやすく、年代を経たわびのある風情の
ものを作ることができる。実施例の石炭灰を用いたコン
クリートは、比重が小さいため、大型の製品に成形され
たとき、一般のコンクリートのものに比べて軽量で運搬
が容易である。実施例の石炭灰を用いたコンクリート
は、硬化後、骨材が多少、収縮することにより骨材の周
囲に僅かに孔隙を生じ、より軽量で、吸水性がより良好
である。また、実施例の石炭灰を用いたコンクリートに
より、植木鉢を作ってもよい。こうして製造された植木
鉢は、吸水性および通気性が良好なため、植物の生育に
好適である。Concrete using the coal ash of the embodiment is as follows:
Cracks are less likely to occur without adding a crack inhibitor,
Since it is hard to crack even large products, it can be used for gateposts, lanterns, garden stones, revetment greening blocks, algae reef concrete, fish reef concrete and the like. In particular, when molded into a lantern or garden stone, it is porous and has good water absorbability, so that moss can be easily grown and aged and wavy feeling can be produced. Since the concrete using the coal ash of the example has a small specific gravity, when molded into a large product, it is lighter in weight and easier to transport than a general concrete. In the concrete using the coal ash of the example, after hardening, the aggregate slightly shrinks to form a slight pore around the aggregate, and is lighter and has better water absorption. Moreover, you may make a flowerpot with the concrete using the coal ash of an Example. The plant pot thus produced has good water absorption and air permeability, and is therefore suitable for growing plants.
【0019】[0019]
【発明の効果】本発明に係る石炭灰を用いたコンクリー
トおよびその製造方法では、石炭灰をコンクリートに利
用して再資源化を図ることができ、製造されるコンクリ
ートはクラックを発生しにくい。本発明に係る石炭灰を
用いたコンクリートは、軽量であるとともに吸水性が良
好である。According to the concrete using coal ash and the method for producing the same according to the present invention, the coal ash can be used for concrete to recycle resources, and the produced concrete hardly generates cracks. The concrete using the coal ash according to the present invention is lightweight and has good water absorption.
Claims (2)
セメントで結合して成ることを特徴とする石炭灰を用い
たコンクリート。1. A concrete using coal ash, comprising an aggregate mainly composed of coal ash and cement bonded with cement.
せた後、破砕して成る骨材と、セメントと、水とを混合
し、硬化させることを特徴とする石炭灰を用いたコンク
リートの製造方法。2. A coal ash characterized by mixing and hardening a mixture of coal ash, cement and water, and then crushing the aggregate, cement and water. Concrete manufacturing method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12800597A JPH10310457A (en) | 1997-04-30 | 1997-04-30 | Concrete using coal ash and its production |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12800597A JPH10310457A (en) | 1997-04-30 | 1997-04-30 | Concrete using coal ash and its production |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH10310457A true JPH10310457A (en) | 1998-11-24 |
Family
ID=14974124
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12800597A Pending JPH10310457A (en) | 1997-04-30 | 1997-04-30 | Concrete using coal ash and its production |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH10310457A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003146723A (en) * | 2001-11-12 | 2003-05-21 | Ube Ind Ltd | Concrete composition and mortal composition |
-
1997
- 1997-04-30 JP JP12800597A patent/JPH10310457A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003146723A (en) * | 2001-11-12 | 2003-05-21 | Ube Ind Ltd | Concrete composition and mortal composition |
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