JPH02271952A - Production of water permeable product for civil engineering works - Google Patents
Production of water permeable product for civil engineering worksInfo
- Publication number
- JPH02271952A JPH02271952A JP9115389A JP9115389A JPH02271952A JP H02271952 A JPH02271952 A JP H02271952A JP 9115389 A JP9115389 A JP 9115389A JP 9115389 A JP9115389 A JP 9115389A JP H02271952 A JPH02271952 A JP H02271952A
- Authority
- JP
- Japan
- Prior art keywords
- civil engineering
- coal ash
- water
- weight
- parts
- 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
- C04B20/00—Use 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
- C04B20/0076—Use 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 characterised by the grain distribution
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【発明の詳細な説明】
〈産業上の利用分野〉
本発明は石炭灰タリン力−を主素材とした土木用透水性
製品の製造方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION <Industrial Field of Application> The present invention relates to a method for producing a water-permeable product for civil engineering whose main material is coal ash talin.
〈従来の技術〉
石炭火力発電所の増設に伴い石炭灰はますます大量に産
出されるが、その有効利用が無い為に埋立廃棄する場所
にも困るほどになっている。<Conventional technology> With the expansion of coal-fired power plants, coal ash is being produced in increasingly large quantities, but because it is not being used effectively, there is no place to dispose of it in landfills.
一方従来透水性の土木用製品は殆ど製品化されておらず
雨水を地下に戻すという近代都市の構造になくてはなら
ない透水性製品の出現が要望されているのが現状である
。On the other hand, almost no water-permeable civil engineering products have been commercialized in the past, and there is currently a demand for water-permeable products that are indispensable to the structures of modern cities and that return rainwater underground.
〈発明が解決しようとする課題〉
本発明は、現在大量に産出されるにも拘らず有効利用さ
れていない石炭灰を利用して、その出現が要望されてい
る土木用透水性製品を造ることを目的とするものである
。<Problem to be solved by the invention> The present invention aims to create water-permeable products for civil engineering, which are desired to appear, by using coal ash, which is currently produced in large quantities but is not effectively utilized. The purpose is to
〈課題を解決する為の手段〉
上記本発明の目的は、白色セメント100重量部に対し
、粒径0.5〜20m、好ましくは2〜12腫の石炭灰
クリンカー100〜500重量部とセメント硬化剤10
〜20重量部を混合し、該混合物に加水し、転圧工法に
より成型、乾燥する方法を採用することにより達成でき
る。<Means for Solving the Problems> The object of the present invention is to cure cement with 100 to 500 parts by weight of coal ash clinker having a particle size of 0.5 to 20 m, preferably 2 to 12 m, to 100 parts by weight of white cement. agent 10
This can be achieved by mixing up to 20 parts by weight, adding water to the mixture, molding it by a compaction method, and drying it.
なお用いる石炭灰クリンカーの粒径については、それが
あまりにも小さくなり過ぎ0.5mm未満となると透水
性が悪くなり、好ましくは2mm以上がよく、一方あま
り大となり20■を越えるようになるとセメントで十分
に包みきれずに製品強度の低下が見られ、好ましくは1
2m以下がよい0次に石炭灰タリン力−の割合にっいて
は、それが100重量部未満だとセメントの効果が強す
ぎて目が締まり透水性が悪くなり、逆に500重量部を
越えるほど多量になると製品が硬化しなくなるので10
0〜500重量部とする。Regarding the particle size of the coal ash clinker used, if it becomes too small, less than 0.5 mm, the water permeability will deteriorate, so it is preferably 2 mm or more, but if it is too large and exceeds 20 mm, it will not work well in cement. If the strength of the product decreases due to insufficient wrapping, it is preferable to
Regarding the ratio of zero-order coal ash talin force, which is preferably 2 m or less, if it is less than 100 parts by weight, the effect of cement will be too strong and the mesh will become tight and water permeability will be poor, whereas if it exceeds 500 parts by weight. If the amount is too large, the product will not harden.
The amount is 0 to 500 parts by weight.
次にセメント硬化剤は、10重量部以上入れないとその
効果が顕著ではなく、一方20重量部を越えても硬化度
合が変わらないので10〜20重量部とする。Next, the effect of the cement hardening agent will not be significant unless it is added in an amount of 10 parts by weight or more, and on the other hand, the degree of hardening will not change even if it exceeds 20 parts by weight, so the amount is set at 10 to 20 parts by weight.
〈実施例〉
白色セメント100重量部に対し、粒径5〜10aws
の石炭灰タリン力−300重量部と、市販のセメント硬
化剤(NSC)15重量部を混合し、加水しテ100X
250X80111nと300X 300X80mの
プラスチック型枠に装入し、転圧バイブレータ−の振動
を与え、24時間養生させた後十分乾燥してタイル状の
製品とした。この製品の透水性を調べた結果100%の
透水性が得られ、かつ強度も十分であった。<Example> Particle size 5 to 10 aws per 100 parts by weight of white cement
Mix 300 parts by weight of coal ash talin and 15 parts by weight of a commercially available cement hardener (NSC) and add water to make Te 100X.
It was charged into plastic molds of 250 x 80111n and 300 x 300 x 80 m, vibrated with a compaction vibrator, cured for 24 hours, and then sufficiently dried to form a tile-shaped product. As a result of examining the water permeability of this product, it was found to have 100% water permeability and sufficient strength.
又同様に白色セメント100重量部に対し、粒径5〜1
0mn+の石炭灰タリン力−300重量部と、市販のセ
メント硬化剤(NSC)15重量部を混合し、加水して
300市に敷き詰めローラーで加圧した後十分に養生、
乾燥した組成物につき沖縄系建築土木材料試験場にて試
験してもらった結果340kg/c4の強度があり、こ
れは通常のコンクリートの強度が180〜240 kg
/cmであるのに対し優れた強度を有していることが判
明した。Similarly, for 100 parts by weight of white cement, the particle size is 5 to 1.
Mix 300 parts by weight of 0mn+ coal ash talin and 15 parts by weight of a commercially available cement hardener (NSC), add water, spread it in 300 pieces, pressurize with a roller, and then cure thoroughly.
The dry composition was tested at the Okinawan Architectural and Civil Engineering Materials Testing Center and found to have a strength of 340 kg/c4, which is higher than the strength of normal concrete, which is 180 to 240 kg.
/cm, it was found that the strength was excellent.
〈発明の効果〉
以上述べて来た如く、本発明によれば従来全く利用され
ていなかった石炭灰を有効に利用し、透水性に富む土木
用製品を造ることができ、それは土木用タイルや道路用
敷き石川として多くの用途を持つものである。<Effects of the Invention> As described above, according to the present invention, coal ash, which has not been used at all in the past, can be effectively used to produce civil engineering products with high water permeability, such as civil engineering tiles and It has many uses as a road paving stone.
Claims (1)
20mmの石炭灰クリンカー100〜500重量部とセ
メント硬化剤10〜20重量部を混合し、該混合物に加
水し、転圧工法により成型、乾燥することを特徴とする
土木用透水性製品の製造方法。 2、石炭灰クリンカーの粒径が、2〜12mmであるこ
とを特徴とする請求項1に記載の土木用透水性製品の製
造方法。[Claims] 1. Particle size 0.5 to 100 parts by weight of white cement
A method for manufacturing a water-permeable product for civil engineering, which comprises mixing 100 to 500 parts by weight of 20 mm coal ash clinker and 10 to 20 parts by weight of a cement hardener, adding water to the mixture, molding it by a compaction method, and drying it. . 2. The method for producing a water-permeable product for civil engineering according to claim 1, wherein the particle size of the coal ash clinker is 2 to 12 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9115389A JPH02271952A (en) | 1989-04-10 | 1989-04-10 | Production of water permeable product for civil engineering works |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9115389A JPH02271952A (en) | 1989-04-10 | 1989-04-10 | Production of water permeable product for civil engineering works |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH02271952A true JPH02271952A (en) | 1990-11-06 |
Family
ID=14018569
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9115389A Pending JPH02271952A (en) | 1989-04-10 | 1989-04-10 | Production of water permeable product for civil engineering works |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02271952A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003165757A (en) * | 2001-11-26 | 2003-06-10 | Kobe Steel Ltd | Permeable solid and method for producing the same |
| JP2007191325A (en) * | 2006-01-17 | 2007-08-02 | Chugoku Electric Power Co Inc:The | Porous concrete and method for producing porous concrete |
| KR101023675B1 (en) * | 2010-08-09 | 2011-03-25 | 태화건설 주식회사 | Eco-friendly back cement with shells |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5638547A (en) * | 1979-09-07 | 1981-04-13 | Hitachi Ltd | Variable venturi type carburetor |
| JPS6340001A (en) * | 1986-08-05 | 1988-02-20 | 中国電力株式会社 | Road foundation material using coal ash as raw material and its production |
-
1989
- 1989-04-10 JP JP9115389A patent/JPH02271952A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5638547A (en) * | 1979-09-07 | 1981-04-13 | Hitachi Ltd | Variable venturi type carburetor |
| JPS6340001A (en) * | 1986-08-05 | 1988-02-20 | 中国電力株式会社 | Road foundation material using coal ash as raw material and its production |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003165757A (en) * | 2001-11-26 | 2003-06-10 | Kobe Steel Ltd | Permeable solid and method for producing the same |
| JP2007191325A (en) * | 2006-01-17 | 2007-08-02 | Chugoku Electric Power Co Inc:The | Porous concrete and method for producing porous concrete |
| KR101023675B1 (en) * | 2010-08-09 | 2011-03-25 | 태화건설 주식회사 | Eco-friendly back cement with shells |
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