JPH10291848A - Production method of subbase course material consisting of fly ash as main component and artificial crushed stone - Google Patents
Production method of subbase course material consisting of fly ash as main component and artificial crushed stoneInfo
- Publication number
- JPH10291848A JPH10291848A JP10116497A JP10116497A JPH10291848A JP H10291848 A JPH10291848 A JP H10291848A JP 10116497 A JP10116497 A JP 10116497A JP 10116497 A JP10116497 A JP 10116497A JP H10291848 A JPH10291848 A JP H10291848A
- Authority
- JP
- Japan
- Prior art keywords
- fly ash
- course material
- subbase course
- water
- molding
- 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.)
- Withdrawn
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Road Paving Structures (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、フライアッシュを
主成分とする路盤材、人工砕石の製造方法に関するもの
である。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roadbed material mainly composed of fly ash and a method for producing artificial crushed stone.
【0002】[0002]
【従来の技術】火力発電所から大量に発生する石炭灰等
のフライアッシュの有効利用法として、フライアッシュ
を水及びセメントと混合して固化し、固化体を破砕して
砕石状の路盤材を製造することが提案されている。この
場合、型枠を用いて流し込み成形するのが単純である
が、下記のような多くの問題があった。2. Description of the Related Art As an effective method of using fly ash such as coal ash generated in large quantities from a thermal power plant, fly ash is mixed with water and cement to solidify, and the solidified material is crushed to form crushed stone-like roadbed material. It has been proposed to manufacture. In this case, it is simple to cast and mold using a mold, but there are many problems as described below.
【0003】 製作量に比例した多くの型枠を必要と
する。 自動化のためには型枠を並べたり取り外したりする
ための機器が必要となり、しかもその機器は複雑な動作
が要求されるため故障の原因となり易い。 各型枠に離型剤を塗布する必要があり、しかも固化
の際の締まり等により型枠からの取り外しも容易ではな
い。 流し込みが可能なスラリー状となるよう、フライア
ッシュ及びセメントの混合物100 %に対して25〜50%の
水を添加する必要があるが、フライアッシュの性状は石
炭の産地や炉型によって異なるため水分量に変動があ
り、水分量が0.5%程度変化しただけでも流動性が急激
に変化するため、調整が容易ではない。水分量を増加さ
せ過ぎると固化体の強度低下をまねくため、水を過剰に
添加したくない。 固化体の強度を高めるために、高価な減水剤、AE剤
を添加しなければならない。[0003] Many molds are required in proportion to the production volume. For automation, equipment for arranging and removing the molds is required, and the equipment requires complicated operations, which is likely to cause a failure. It is necessary to apply a release agent to each mold, and it is not easy to remove the mold from the mold due to tightening during solidification. It is necessary to add 25 to 50% of water to 100% of the mixture of fly ash and cement to obtain a slurry that can be poured. However, since the properties of fly ash vary depending on the coal production area and furnace type, Fluidity changes drastically even when the water content changes by about 0.5%, so adjustment is not easy. If the amount of water is excessively increased, the strength of the solidified body will be reduced. In order to increase the strength of the solidified product, expensive water reducing agents and AE agents must be added.
【0004】[0004]
【発明が解決しようとする課題】本発明は上記した従来
の問題点を解決して、フライアッシュを主成分とした砕
石状の路盤材を、型枠を用いることなく経済的に製造す
ることができる路盤材の製造方法を提供するためになさ
れたものである。SUMMARY OF THE INVENTION The present invention solves the above-mentioned conventional problems and is intended to economically produce a crushed stone roadbed material mainly composed of fly ash without using a formwork. The purpose of the present invention is to provide a method of manufacturing a roadbed material that can be used.
【0005】[0005]
【課題を解決するための手段】上記の課題を解決するた
めになされた本発明は、フライアッシュ80〜95%とセメ
ント5〜20%の混合物に、水を外配で15〜25%添加し、
得られたスラリーをプレス成形し、この成形体を養生し
て固化させた後、破砕することを特徴とするものであ
る。なお、プレス成形を40kg/cm2以上の圧力で行うこと
が好ましい。この結果、従来のような多数の型枠を用い
ることなく路盤材を製造することができ、設備の簡素化
を図れるうえ、離型剤、減水剤、増粘剤等を省略できる
ので経済的である。また、添加する水分量を低く抑える
ことが可能であり、さらに水分を調整する必要もない。SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention provides a mixture of 80-95% of fly ash and 5-20% of cement, in which 15-25% of water is externally added. ,
The obtained slurry is subjected to press molding, the molded body is cured, solidified, and then crushed. It is preferable that the press molding is performed at a pressure of 40 kg / cm 2 or more. As a result, the roadbed material can be manufactured without using a large number of molds as in the related art, and the equipment can be simplified, and the mold release agent, the water reducing agent, the thickener, etc. can be omitted, so that it is economical is there. Further, the amount of water to be added can be kept low, and there is no need to further adjust the water content.
【0006】[0006]
【発明の実施の形態】以下に本発明の実施形態を、図1
のフローシートに沿って詳細に説明する。本発明では、
先ず石炭灰等のフライアッシュとセメントとを粉体で混
合(図1の混合1)し、次に水を混合する。フライアッ
シュとセメントとの混合比はフライアッシュ80〜95%に
対してセメント5 〜20とする。フライアッシュに対する
セメントの比率が5 %より低いと強度が不足し、逆にセ
メントの比率が20%を越えると経済性が損なわれるとと
もに、フライアッシュの有効利用という本願発明の目的
を達成できなくなる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIG.
Will be described in detail along with the flow sheet. In the present invention,
First, fly ash such as coal ash and cement are mixed with powder (mixing 1 in FIG. 1), and then water is mixed. The mixing ratio of fly ash and cement is such that fly ash is 80-95% and cement is 5-20. If the ratio of cement to fly ash is lower than 5%, the strength is insufficient. Conversely, if the ratio of cement exceeds 20%, the economic efficiency is impaired and the object of the present invention of effective use of fly ash cannot be achieved.
【0007】このフライアッシュとセメントとの混合物
100 %に対して、水を外配で20〜25%添加(図1の混合
2)し、スラリーを得る。このとき従来の流し込み成形
とは異なり、減水剤や増粘剤は必要としない。また水の
量も従来の流し込み成形の場合には25〜50%であった
が、本発明ではこれよりかなり少ない。しかし水の量が
15%未満であると流動性が悪くプレス成形型への材料の
供給が困難となり、逆に25%を越えるとスラリー状にな
りプレス成形が行えなくなる。Mixture of this fly ash and cement
20 to 25% of water is externally added to 100% (mixing 2 in FIG. 1) to obtain a slurry. At this time, unlike the conventional casting, no water reducing agent or thickener is required. In addition, the amount of water was 25 to 50% in the case of the conventional casting, but is considerably smaller in the present invention. But the amount of water
If it is less than 15%, the fluidity is poor and it becomes difficult to supply the material to the press mold. On the other hand, if it exceeds 25%, it becomes a slurry and cannot be pressed.
【0008】このようにして得られたペーストを、成形
型を用いてプレス成形する。成形型は流し込み用の型枠
とは異なり少数個で、大量のフライアッシュを処理する
ことができる。成形型は角部の強度の低下防止と、成形
体を取り外す際の欠損や噛み込みの防止のために、大き
いRを付けておくことが好ましい。成形型には特に離型
剤を塗布する必要はない。[0008] The paste thus obtained is press-formed using a forming die. Unlike a casting mold, a small number of molding dies can process a large amount of fly ash. The molding die is preferably provided with a large radius in order to prevent a decrease in the strength of the corners and to prevent chipping or biting when the molded body is removed. It is not necessary to apply a release agent to the mold.
【0009】プレス成形の圧力は、40kg/cm2以上で特に
80〜120kg/cm2 が好ましい。80kg/cm2未満の成形圧力で
は十分な成形強度が得られず、120kg/cm2 を越える成形
圧力を加えても圧力保持中に急速に圧力が抜けるため、
強度向上にはあまり意味がない。特に150kg/cm2 を越え
る成形圧力を加えると成形型に噛むようになるので好ま
しくない。成形速度は通常のセメント製品と同じ程度で
よい。また10秒程度の圧力保持を行う事が好ましく、上
記の圧力緩和現象を考慮して初期には120kg/cm2 程度の
高めの圧力を加えてもよい。単純なプレス成形機でなく
振動プレス成形を行う場合、5〜40kg/cm2の成形圧力で
もよい。[0009] The pressure of the press molding is 40 kg / cm 2 or more, especially
80-120 kg / cm 2 is preferred. 80 kg / cm, sufficient molding strength can not be obtained in less than 2 molding pressure rapidly because the pressure disconnected during even pressure holding added molding pressure exceeding 120 kg / cm 2,
There is not much point in improving strength. In particular, it is not preferable to apply a molding pressure exceeding 150 kg / cm 2 , since the molding die bites. The molding speed may be the same as that of a normal cement product. It is preferable to maintain the pressure for about 10 seconds, and a high pressure of about 120 kg / cm 2 may be initially applied in consideration of the above-mentioned pressure relaxation phenomenon. When performing vibration press molding instead of a simple press molding machine, a molding pressure of 5 to 40 kg / cm 2 may be used.
【0010】次にこのプレス成形された成形体を前養生
し、更にオートクレーブ養生して固化させる。前養生は
50〜80℃で7.5 〜20時間行うことが好ましく、オートク
レーブ養生は120 〜190 ℃で10〜20時間行うことが好ま
しい。何れも湿度は98%程度の高湿度とする。この結
果、前養生によって石炭灰等のフライアッシュから析出
するカルシウム分がセメントの成分と反応して強固なカ
ルシウムシリケートとなり、オートクレーブ養生によっ
てトバモライトに変わることで曲げ強度及び圧縮強度の
高い固化体が得られる。Next, the press-formed body is pre-cured, and then autoclaved and solidified. Pre-curing
It is preferably carried out at 50 to 80 ° C for 7.5 to 20 hours, and the autoclave curing is preferably carried out at 120 to 190 ° C for 10 to 20 hours. In each case, the humidity is set to be as high as about 98%. As a result, the calcium component precipitated from fly ash such as coal ash by pre-curing reacts with the components of the cement to form a strong calcium silicate, which is converted into tobermorite by autoclave curing to obtain a solidified body having high bending strength and compressive strength. Can be
【0011】図2は、プレス成形圧力と固化体の強度と
の関係を示すグラフである。このグラフに示されるよう
に、固化体の圧縮強度はプレス成形圧力が高くなると増
加するが、120kg/cm2 を越えると曲げ強度の増加が見ら
れなくなるので、実際には120kg/cm2 を越える成形圧力
を加える必要はない。FIG. 2 is a graph showing the relationship between the press forming pressure and the strength of the solidified body. As shown in this graph, the compressive strength of the solidified body increases the press-forming pressure is high, because there is no further increase in the flexural strength exceeding 120 kg / cm 2, actually exceeding 120 kg / cm 2 There is no need to apply molding pressure.
【0012】なお、成形体の養生に要する時間を短縮す
るために、前養生の温度と同じ温度の温水を用いてペー
ストを作成することが好ましい。このように温水を用い
れば、成形体を前養生に必要な温度にまで昇温する時間
を短縮でき、生産性を向上させることができる。[0012] In order to shorten the time required for curing the molded body, it is preferable to prepare a paste using hot water having the same temperature as that of the pre-curing. When warm water is used in this manner, the time required for the molded body to be heated to a temperature required for pre-curing can be reduced, and productivity can be improved.
【0013】上記のようにして得られた固化体は、破砕
機により40mm以下(C40)の粒径に破砕され、路盤材とな
る。この路盤材は、廃棄物であるフライアッシュを80〜
95%も含有するにもかかわらず路盤材、砕石として用い
るに十分な強度を有する。またプレス成形を行うため
に、流し込み成形のような多数の型枠を必要とせず、低
水分での成形が可能であるため流し込み成形のような減
水剤が不要であり、更に離型剤、接着剤等も省略できる
ので経済的である。以下に本発明の実施例を示す。The solidified body obtained as described above is crushed by a crusher to a particle size of 40 mm or less (C40) and becomes a roadbed material. This roadbed material is made from waste fly ash
Despite containing as much as 95%, it has sufficient strength to be used as roadbed material and crushed stone. In addition, press molding does not require a large number of molds such as cast molding, and can be molded with low moisture, so there is no need for a water reducing agent such as cast molding. It is economical because agents can be omitted. Hereinafter, examples of the present invention will be described.
【0014】[0014]
【実施例】フライアッシュ(石炭灰)90%と普通ポルト
ランドセメント10%との混合物に対して60℃の温水22%
を混合し、減水剤も増粘剤も含まないフライアッシュの
スラリーを作成した。このスラリーを成形型に充填し、
100kg/cm2 の成形圧力でプレス成形を行った。圧力保持
時間は10秒とし、成形体を成形型から取り外した。この
成形体に対して湿度98%、60℃で10時間の前養生と、湿
度98%、180 ℃で10時間のオートクレーブ養生とを行い
固化体を得た。固化体の圧縮強度は290kg/cm2 であり、
曲げ強度は100kg/cm2 であった。これを破砕機で破砕
し、粒径が40mm以下(C40) の路盤材とした。[Example] A mixture of 90% fly ash (coal ash) and 10% ordinary Portland cement 22% hot water at 60 ° C
Was mixed to prepare a fly ash slurry containing neither a water reducing agent nor a thickener. This slurry is filled into a mold,
Press molding was performed at a molding pressure of 100 kg / cm 2 . The pressure holding time was 10 seconds, and the molded body was removed from the mold. The molded body was subjected to pre-curing at 98% humidity and 60 ° C. for 10 hours and autoclave curing at 98% humidity and 180 ° C. for 10 hours to obtain a solid. The compressive strength of the solidified body is 290 kg / cm 2,
Flexural strength was 100 kg / cm 2 . This was crushed by a crusher to obtain a roadbed material having a particle size of 40 mm or less (C40).
【0015】[0015]
【発明の効果】以上に説明したように、本発明の路盤材
の製造方法によれば、石炭灰等のフライアッシュを主成
分として、十分な強度がある路盤材を経済的に製造する
ことができるから、本発明はフライアッシュの新規な有
効利用法として価値の高いものである。As described above, according to the method for manufacturing a roadbed material of the present invention, it is possible to economically manufacture a roadbed material having a sufficient strength by using fly ash such as coal ash as a main component. As a result, the present invention is of high value as a new effective use of fly ash.
【図1】本発明の工程を説明するフローシートである。FIG. 1 is a flow sheet illustrating a process of the present invention.
【図2】プレス成形圧力と固化体強度との関係を示すグ
ラフである。FIG. 2 is a graph showing the relationship between press forming pressure and solidified body strength.
Claims (2)
20%の混合物に、水を外配で15〜25%添加し、得られた
ペーストをプレス成形し、この成形体を養生して固化さ
せた後、破砕することを特徴とするフライアッシュを主
成分とする路盤材、人工砕石の製造方法。1. 80 to 95% fly ash and 5 to cement
Water is externally added to a 20% mixture, and 15 to 25% of water is added. The obtained paste is press-molded, and the molded body is cured, solidified, and then crushed. Roadbed material used as a component, and a method for producing artificial crushed stone.
請求項1に記載のフライアッシュを主成分とする路盤
材、人工砕石の製造方法。2. The method according to claim 1, wherein the press molding is performed at a pressure of 40 kg / cm 2 or more.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10116497A JPH10291848A (en) | 1997-04-18 | 1997-04-18 | Production method of subbase course material consisting of fly ash as main component and artificial crushed stone |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10116497A JPH10291848A (en) | 1997-04-18 | 1997-04-18 | Production method of subbase course material consisting of fly ash as main component and artificial crushed stone |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH10291848A true JPH10291848A (en) | 1998-11-04 |
Family
ID=14293405
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10116497A Withdrawn JPH10291848A (en) | 1997-04-18 | 1997-04-18 | Production method of subbase course material consisting of fly ash as main component and artificial crushed stone |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH10291848A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016169494A (en) * | 2015-03-12 | 2016-09-23 | 有限会社将楽産業 | Manufacturing method of recycled civil engineering material, and recycled civil engineering material |
CZ306906B6 (en) * | 2013-10-18 | 2017-09-06 | Svoboda A Syn, S.R.O. | A raw material mixture |
-
1997
- 1997-04-18 JP JP10116497A patent/JPH10291848A/en not_active Withdrawn
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CZ306906B6 (en) * | 2013-10-18 | 2017-09-06 | Svoboda A Syn, S.R.O. | A raw material mixture |
JP2016169494A (en) * | 2015-03-12 | 2016-09-23 | 有限会社将楽産業 | Manufacturing method of recycled civil engineering material, and recycled civil engineering material |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20040706 |