JPH07172900A - Ceramic paving material and its production - Google Patents

Ceramic paving material and its production

Info

Publication number
JPH07172900A
JPH07172900A JP5320294A JP32029493A JPH07172900A JP H07172900 A JPH07172900 A JP H07172900A JP 5320294 A JP5320294 A JP 5320294A JP 32029493 A JP32029493 A JP 32029493A JP H07172900 A JPH07172900 A JP H07172900A
Authority
JP
Japan
Prior art keywords
waste
powder
ceramic
weight
materials
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.)
Granted
Application number
JP5320294A
Other languages
Japanese (ja)
Other versions
JP2896300B2 (en
Inventor
Hiroshi Takahashi
弘 高橋
Toshiyuki Fujita
敏進 藤田
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.)
JFE Steel Corp
JFE Refractories Corp
Original Assignee
Kawasaki Refractories Co Ltd
Kawasaki Steel Corp
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 Kawasaki Refractories Co Ltd, Kawasaki Steel Corp filed Critical Kawasaki Refractories Co Ltd
Priority to JP5320294A priority Critical patent/JP2896300B2/en
Publication of JPH07172900A publication Critical patent/JPH07172900A/en
Application granted granted Critical
Publication of JP2896300B2 publication Critical patent/JP2896300B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • 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
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P40/00Technologies relating to the processing of minerals
    • Y02P40/60Production of ceramic materials or ceramic elements, e.g. substitution of clay or shale by alternative raw materials, e.g. ashes

Landscapes

  • Road Paving Structures (AREA)
  • Processing Of Solid Wastes (AREA)

Abstract

PURPOSE:To obtain a ceramic pavig material high in product yield and having effective surface property though the whole raw material consists of wate materials. CONSTITUTION:The ceramic paving material uses following material of 1-4 formed from the waste as strutural materials. 1. 20-40wt.% powder of pots head and/or tile scrap having 3-1mm particle diamter. 2. 10-30wt.% sewage sludge molten slag and/or blast furnace slag having 3-1mm particle diameter 3. 5-40wt.% lacustrine sludge dried powder and/or municipal waste incineration ash having <=1mm particle diameter 4. 10-30wt.% SiO2-Al2O3 based waste powder of fine powder and having >=1500 deg.C m.p. The paving material is produced by kneading and molding the raw materials of 1-4 and firing at 1050-1300 deg.C.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は陶磁器質の舗道材とその
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 ceramic pavement material and a method for manufacturing the same.

【0002】[0002]

【従来の技術】従来の陶磁器質タイルやレンガ、陶板、
平板の製造方法としては、例えば粘土、長石、珪石を主
原料とした素地土をそのまま成形するか、あるいは該素
地土を微粉砕して得られるスプレードライ粉やフィルタ
ープレス粉のような、いわゆる磁器土を成形して焼成す
る方法が行われている。
2. Description of the Related Art Conventional ceramic tiles, bricks, porcelain plates,
As a method for producing a flat plate, for example, a so-called porcelain such as a spray-dried powder or a filter-pressed powder obtained by directly molding a base soil mainly made of clay, feldspar, or silica, or pulverizing the base soil is used. The method of forming and baking soil is performed.

【0003】上記素地土もしくは磁器土における珪石−
長石−粘土の3成分は、例えば図1のダイヤグラムにお
いて斜線部で示す範囲で配合され、かかる組成の化学成
分はSiO2-Al2O3-CaO-R2Oであり(但し、R:Naまたは
K)、SiO2:55 〜75%,Al2O3:25〜18% をベースとしてCa
O:0.1 〜4%,Na2O:0.5 〜2%,K2O:1.5〜5%,Fe2O3:0.1〜4%
の割合である。
Silica stone in the above-mentioned base soil or porcelain soil
The three components of feldspar-clay are mixed, for example, in the range shown by the hatched portion in the diagram of FIG. 1, and the chemical component of such composition is SiO 2 —Al 2 O 3 —CaO—R 2 O (where R: Na Or K), SiO 2 : 55 to 75%, Al 2 O 3 : 25 to 18% as a base for Ca
O: 0.1 ~4%, Na 2 O: 0.5 ~2%, K 2 O: 1.5~5%, Fe 2 O 3: 0.1~4%
Is the ratio.

【0004】さらに上記素地土に対して顔料やガラス化
しやすい物質等の副原料を添加することによって、焼成
された製品の表面に黒色あるいは黒褐色の斑点や趣のあ
る凹凸模様を形成する手法が実施され、多様なデザイン
の製品を提供することも行われる。
Further, a method for forming black or black-brown spots or an attractive uneven pattern on the surface of the fired product by adding an auxiliary material such as a pigment or a substance that easily vitrifies to the above-mentioned base soil is carried out. It also offers products with various designs.

【0005】上記副原料として、例えば下水道汚泥溶融
スラグや湖沼、河川から回収されたヘドロの乾燥粉、あ
るいは廃タイル屑やガラス屑等の廃棄物を活用できるこ
とも確認されており、原材料コストの削減や資源のリサ
イクル活用をも可能とするとともに上記廃棄物処理に伴
う環境問題をも解決するところから、近年種々の適用例
が報告されている。特に上記廃棄物を添加した素地土で
製造される製品の有用な用途に舗道材があり、在来のコ
ンクリート製の舗石やアスファルトに代えて敷設するこ
とによって都市の美観の向上をも果たすことができるこ
とになる。
It has also been confirmed that, for example, waste sludge-melted slag, lakes and marshes, sludge dry powder recovered from rivers, or waste such as waste tile scraps and glass scraps can be used as the above-mentioned auxiliary materials, thus reducing raw material costs. Recently, various application examples have been reported in order to enable recycling and utilization of resources and solve the environmental problems associated with the above waste treatment. In particular, pavement materials are a useful application for products manufactured with the above-mentioned waste-added base soil, and by replacing them with conventional concrete paving stones and asphalt, it is possible to improve the aesthetics of the city. You can do it.

【0006】近年ではさらに廃棄物の有効利用を進める
ために、上記素地土の全量を、例えば上記下水道汚泥溶
融スラグだけ、あるいはヘドロの乾燥粉だけで構成する
ようにした陶磁器質舗道材も提供されている。
In recent years, in order to further promote the effective use of waste, there is also provided a ceramic pavement material in which the whole amount of the base soil is composed of, for example, only the sewer sludge molten slag or the sludge dry powder. ing.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、上記の
ような下水道汚泥溶融スラグや湖沼、河川から回収され
たヘドロの乾燥粉、あるいは廃タイル屑やガラス屑等の
廃棄物だけで原料を構成した場合、以下のような要因に
よるものと推定される不都合が生じる。
However, in the case where the raw material is composed only of the above-mentioned sewer sludge-melting slag, lake sludge, sludge dry powder recovered from rivers, or waste such as waste tile scraps and glass scraps. Inconvenience caused by the following factors occurs.

【0008】すなわち、上記素地土においては、平均的
な溶融温度は1350〜1380℃程度であるが、該溶融温度に
達する以前の1050〜1150℃の温度域で局部的に融液が生
成されることがわかっており、かかる低温域での融液は
温度の上昇とともに漸増する。このとき上記珪石−長石
−粘土の3成分で構成された在来の素地土では比較的高
い融点のSiO2-Al2O3系成分が上記融液の周囲に存在する
ところから、該SiO2-Al2O3系成分を融かしこんだ融液の
融点が上昇するので、融液の急激な増量が抑制される。
That is, in the above-mentioned base soil, the average melting temperature is about 1350 to 1380 ° C., but the melt is locally generated in the temperature range of 1050 to 1150 ° C. before reaching the melting temperature. It is known that the melt in such a low temperature region gradually increases as the temperature rises. At this time the silica - feldspar - from where relatively high SiO 2 -Al 2 O 3 -based component has a melting point in a conventional matrix soil composed of three components of the clay is present in the periphery of the melt, the SiO 2 since -al 2 O 3 system the melting point of the melt yelling melt the components is increased, a rapid increase of the melt is suppressed.

【0009】それに対して上記廃棄物だけで構成した素
地土を成形して焼成すると、上記低温域での融液が生成
されたとき、その周囲のSiO2-Al2O3系成分が不足する傾
向にあり、上記融液が急激に増量して発泡したり、成形
体の融け流れを起こすことが多く、採算ベースに見合う
歩留まりが得られ難い。
On the other hand, when the base soil composed only of the above waste is formed and fired, when a melt in the above low temperature region is produced, the surrounding SiO 2 -Al 2 O 3 component is insufficient. There is a tendency that the melt rapidly increases in volume and foams, or the molded body melts and flows, and it is difficult to obtain a yield commensurate with a profitable base.

【0010】また、上記廃棄物には微細な粒度成分が多
いため、成形時の脱気性が悪く、成形後の乾燥時におい
ても収縮が生じる等、特に一定の寸法精度が要求される
舗道材に不適当であり、歩留まりが低下することは不可
避であった。
Further, since the waste contains a large amount of fine particle components, the degassing property during molding is poor, and shrinkage occurs during drying after molding. For pavement materials that require a certain dimensional accuracy. It was inadequate and it was unavoidable that the yield would decrease.

【0011】さらに上記廃棄物だけを素地土とした製品
の機械的強度は比較的低く、舗道材に必要とされる強度
を満たすことは困難であった。以上のような不都合を解
消するために、例えば上記廃棄物を所定粒度に造粒した
後、ロータリキルン等で焼成した骨材を製造しておき、
該骨材と上記原料とを配合し、適当な粒度組成として製
造する方法や、混練時にはセメントや無機/有機バイン
ダーを添加する方法、あるいはハイアルミナ質耐火原料
のような高融点材料を添加することによって焼成時の融
け流れを抑制する方法等、上記の問題を解決するための
手段は種々存在するが、これでは却ってコストアップに
つながることになる。
Further, the mechanical strength of the product containing only the waste as the base soil is relatively low, and it is difficult to satisfy the strength required for the pavement material. In order to eliminate the above-mentioned inconvenience, for example, after the waste is granulated into a predetermined particle size, an aggregate that is fired in a rotary kiln or the like is manufactured in advance,
A method of mixing the aggregate and the above raw materials to produce an appropriate particle size composition, a method of adding cement or an inorganic / organic binder at the time of kneading, or adding a high melting point material such as a high alumina refractory raw material. There are various means for solving the above problems, such as a method of suppressing the melt flow during firing, but this leads to an increase in cost.

【0012】本発明は上記従来の事情に鑑みなされたも
のであって、廃棄物質で原料の全てを構成しながらも、
製品歩留まりが高く、しかも表面性状に趣のある陶磁器
質の舗道材を提供することを目的とするものである。
The present invention has been made in view of the above-mentioned conventional circumstances. Although the waste material constitutes all the raw materials,
It is an object of the present invention to provide a ceramic pavement material which has a high product yield and has an attractive surface property.

【0013】[0013]

【課題を解決するための手段】上記の目的を達成するた
めに、本発明は以下の手段を採用する。すなわち、廃棄
物より生成される下記の物質を構成材料とする陶磁器質
舗道材であって、粒径3〜1mmのセルベン及び/また
はタイル屑:20〜40重量%、粒径3〜1mmの下水
道汚泥溶融スラグ及び/または高炉スラグ:10〜30
重量%、粒径1mm以下の湖沼ヘドロ乾燥粉及び/また
は都市ゴミ焼却灰:5〜40重量%、微粉状で融点15
00℃以上のSiO2-Al2O3系質廃棄粉:10〜30重量%、
上記〜の原料を混練・成形した後、1050〜13
00℃で焼成するようにして製造される陶磁器質舗道材
である。
In order to achieve the above object, the present invention employs the following means. That is, a porcelain pavement material composed of the following substances generated from wastes as constituent materials, and sewage and / or tile waste having a particle size of 3 to 1 mm: 20 to 40% by weight and a particle size of 3 to 1 mm. Sludge melting slag and / or blast furnace slag: 10-30
% By weight, lake sludge dry powder with a particle size of 1 mm or less and / or municipal waste incineration ash: 5-40% by weight, fine powder, melting point 15
SiO 2 -Al 2 O 3 based waste powder of 00 ° C or higher: 10 to 30% by weight,
After kneading and molding the above raw materials,
A ceramic pavement material manufactured by firing at 00 ° C.

【0014】[0014]

【作用】上記の構成によれば、粒径3〜1mmのセルベ
ン及び/またはタイル屑と、同じく下水道汚泥溶融ス
ラグ及び/または高炉スラグとは粗骨材として配合され
るものであり、成形時の脱気性を向上させるとともに、
乾燥時の素地の収縮を抑制することができる。しかも上
記下水道汚泥溶融スラグ及び/または高炉スラグは焼
成時に溶融して、周囲の気孔を通じて浸透・拡散し、こ
れによって該舗道材表面に黒色もしくは黒褐色の斑点を
散在せしめる。
According to the above construction, cerven and / or tile waste having a particle size of 3 to 1 mm and sewer sludge molten slag and / or blast furnace slag are mixed as coarse aggregate, and While improving deaeration,
It is possible to suppress shrinkage of the base material during drying. Moreover, the above-mentioned sewage sludge molten slag and / or blast furnace slag is melted at the time of firing and permeates and diffuses through the surrounding pores, whereby black or blackish brown spots are scattered on the surface of the pavement material.

【0015】一方、粒径1mm以下の湖沼ヘドロ乾燥粉
及び/または都市ゴミ焼却灰や、微粉状のSiO2-Al2O3
系質廃棄粉は、上記、の原料の空隙マトリックス部
を充填することになり、成形時の加圧によって締まりや
すい素地土を得ることができる他、焼成によって上記空
隙マトリクス部内において収縮を起こし、スポンジ構造
を形成させることができる。
On the other hand, lake sludge dry powder having a particle size of 1 mm or less and / or municipal waste incineration ash, or finely powdered SiO 2 -Al 2 O 3
The systematic waste powder will fill the void matrix portion of the above-mentioned raw material, so that it is possible to obtain a base soil that is easily tightened by the pressure at the time of molding, and shrinks in the void matrix portion due to firing, resulting in sponge. Structures can be formed.

【0016】さらにSiO2-Al2O3系質廃棄粉は以下のよ
うな特有の作用を奏する。すなわち、これによって石英
−長石−粘土系を原料とする一般的な陶磁器において適
量存在するSiO2-Al2O3成分を、本発明の素地土にも配合
することになり、焼成過程における急激な融液の増量を
抑制することができる。しかもSiO2-Al2O3系質廃棄粉
を微粉で配合するようにしているのでマトリクス中に上
記SiO2-Al2O3成分を広く分布させることができ、これに
よって融液の急激な増加にとなう発泡や融け流れを効果
的に抑制することができる。
Further, the SiO 2 -Al 2 O 3 -based waste powder has the following unique action. That is, by this, the SiO 2 -Al 2 O 3 component present in an appropriate amount in a general porcelain made of a quartz-feldspar-clay system as a raw material is also compounded in the base soil of the present invention, and the rapid change in the firing process is caused. It is possible to suppress an increase in the amount of melt. Moreover, since the SiO 2 -Al 2 O 3 -based waste powder is blended in a fine powder, the above-mentioned SiO 2 -Al 2 O 3 component can be widely distributed in the matrix, which allows a rapid increase in the melt. It is possible to effectively suppress the foaming and the melt flow caused by seaweed.

【0017】従ってこのようなSiO2-Al2O3系質廃棄粉と
しては、融点が1500℃未満のものは低温で溶融を開始す
るところから上記作用を奏することができず排除される
べきであり、また微粉よりも粒度の大きな粒子で構成さ
れるとマトリクス中にSiO2-Al2O3成分が偏在することに
なり、局部的に著しい収縮や軟化発泡を引き起こす恐れ
があり好ましくない。
Therefore, as such a SiO 2 -Al 2 O 3 -based waste powder, one having a melting point of less than 1500 ° C. cannot start the above-mentioned action since it starts melting at a low temperature and should be eliminated. However, if the particles are composed of particles having a particle size larger than that of the fine powder, the SiO 2 —Al 2 O 3 component will be unevenly distributed in the matrix, which may cause local significant shrinkage or softening and foaming, which is not preferable.

【0018】これらSiO2-Al2O3系質廃棄粉としての適性
を有する物質は、例えば石炭火力発電所で生成されるフ
ライアッシュより選別される他、レンガ工場の集塵装置
で回収された集塵粉やレンガの破砕粉等を挙げることが
できる。
These substances having the suitability as SiO 2 -Al 2 O 3 -based waste powder are not only selected from fly ash produced at a coal-fired power plant, but also collected by a dust collector at a brick factory. Examples thereof include dust collecting powder and crushed powder of bricks.

【0019】従って、以上のような〜の各構成材料
による作用がバランスよく発現されるためには、上記開
示したような配合量とする必要があり、該配合量から逸
脱した場合には以下のような問題が生じる。
Therefore, in order to achieve the effects of each of the above constituent materials in a well-balanced manner, it is necessary to make the compounding amount as disclosed above. Such problems arise.

【0020】すなわち、セルベン及び/またはタイル
屑の配合量が20重量%未満であると、粗骨材が不足す
ることになって成形時の脱気性が低下したり、乾燥時の
収縮が過大となって歩留まりが低下する一方、40重量
%を超えると逆にマトリクスが粗となって所要の強度の
製品が得られない。
That is, if the blending amount of cerven and / or tile waste is less than 20% by weight, the coarse aggregate will be insufficient and the degassing property at the time of molding will be reduced, or the shrinkage at the time of drying will be excessive. On the other hand, the yield is lowered, while when it exceeds 40% by weight, the matrix is coarse and the product having the required strength cannot be obtained.

【0021】また下水道汚泥溶融スラグ及び/または
高炉スラグは焼成時に溶融して製品表面に黒色または黒
褐色の斑点を生成させるために配合されるものであるか
ら、配合量が10重量%未満であると生成量が不足して
所期の効果が期待できず、30重量%を超えると焼成時
に溶融する成分が過量となって変形することがあるため
好ましくない。
Further, the sewage sludge molten slag and / or the blast furnace slag are blended in order to melt during firing to form black or blackish brown spots on the product surface, so the blending amount is less than 10% by weight. The amount produced is insufficient and the desired effect cannot be expected, and if it exceeds 30% by weight, the components that melt during firing may become excessive and deform, which is not preferable.

【0022】粒径1mm以下の湖沼ヘドロ乾燥粉及び/
または都市ゴミ焼却灰の配合量が5重量%未満である
と、緻密な製品が得られ難く、逆に40重量%を超える
と相対的にSiO2-Al2O3成分が不足するので焼成時の発泡
や融け流れが生じて変形の生じる恐れがある。
Lake sludge dry powder with a particle size of 1 mm or less and /
If the content of municipal waste incineration ash is less than 5% by weight, it is difficult to obtain a dense product. On the other hand, if it exceeds 40% by weight, the SiO 2 -Al 2 O 3 component is relatively insufficient, and therefore, during firing. There is a risk of foaming and melting flow of the resin and causing deformation.

【0023】さらにSiO2-Al2O3系質廃棄粉が10重量
%未満の配合量であると、上記変形を招き、30重量%
を超えるとマトリクス内での焼結が生じ難く製品の機械
的強度が不足することとなる。
Further, when the amount of SiO 2 -Al 2 O 3 based waste powder is less than 10% by weight, the above deformation is caused and 30% by weight is caused.
If it exceeds, the sintering in the matrix is difficult to occur and the mechanical strength of the product becomes insufficient.

【0024】尚、本発明では上記構成原料の他に着色材
を添加することを妨げるものではなく、酸化鉄を含有す
る赤泥、酸化鉄塵や黒色発色材としてMnケーキ等を添
加することができる。
In the present invention, addition of a colorant in addition to the above-mentioned constituent raw materials is not hindered, and red mud containing iron oxide, iron oxide dust, Mn cake or the like as a black color former may be added. it can.

【0025】[0025]

【実施例】以下、本発明に関し、実施例に基づいて説明
する。表1は下記の実施例において使用された各構成材
料の化学組成及び物性を示すものであり、表2は下記の
実施例1〜5及び従来品の配合とそれによって得られた
製品の物性値を示す。
EXAMPLES The present invention will be described below based on examples. Table 1 shows the chemical composition and physical properties of each constituent material used in the following examples, and Table 2 shows the composition of the following examples 1 to 5 and conventional products and the physical property values of the products obtained thereby. Indicates.

【0026】尚、各製品の物性値は以下のようにして測
定した。○焼成収縮率:JIS R2208(耐火れん
がの残存膨張収縮率の試験方法)に準じ、0.05mmまで測
定できる長さ計を用いて次式によって算出。
The physical properties of each product were measured as follows. Calcination shrinkage rate: Calculated by the following formula using a length meter that can measure up to 0.05 mm, according to JIS R2208 (test method for residual expansion shrinkage rate of refractory bricks).

【0027】L0 =(l1 −l0 )/l0 ×100 但し、l0 :試験片の両端面間の初期平均長さ(mm) l1 :試験片の両端面間の加熱後平均長さ(mm) ○寸法:JIS R2202に準じ、1mm単位で測定で
きる長さ計を使用。
L 0 = (l 1 −l 0 ) / l 0 × 100 where l 0 : initial average length (mm) between both end faces of the test piece l 1 : average after heating between both end faces of the test piece Length (mm) ○ Dimensions: According to JIS R2202, use a length meter that can measure in units of 1 mm.

【0028】○曲げ強さ:JIS R2213に準じ、
105〜120℃で乾燥させた試験片を3点曲げ試験に
より加圧速度50〜60kg/secで加圧し、最大荷重を測
定し次式で算出した。
Bending strength: In accordance with JIS R2213,
The test piece dried at 105 to 120 ° C. was pressed by a three-point bending test at a pressing speed of 50 to 60 kg / sec, the maximum load was measured, and the value was calculated by the following formula.

【0029】曲げ強さ(kgf/cm2 )=(3×最大荷重×
支持ロール 間距離)/{2×試験体の幅×(試験体の厚
さ)2 } ○圧縮強さ:JIS R1250に準じ、105〜12
0℃で乾燥させた試験片を加圧速度10〜15kg/secで
加圧し、最大荷重を測定し次式で算出した。
Bending strength (kgf / cm 2 ) = (3 × maximum load ×
Distance between supporting rolls) / {2 x width of test body x (thickness of test body) 2 } ○ Compressive strength: in accordance with JIS R1250, 105 to 12
The test piece dried at 0 ° C. was pressed at a pressing rate of 10 to 15 kg / sec, and the maximum load was measured and calculated by the following formula.

【0030】圧縮強さ(kgf/cm2 )=最大荷重/(加圧
面の縦寸法×同横寸法) ○吸水率:JIS A5209(陶磁器質タイル)に準
じ、105〜120℃で乾燥させた試験片の質量を測定
した後、水中に24時間浸漬し、直ちに飽和質量を測定
し、次式で算出。
Compressive strength (kgf / cm 2 ) = maximum load / (longitudinal dimension of pressing surface × horizontal dimension) ○ Water absorption rate: test dried at 105 to 120 ° C. according to JIS A5209 (ceramic tile) After measuring the mass of one piece, it was immersed in water for 24 hours, the saturated mass was immediately measured, and calculated by the following formula.

【0031】吸水率(%)=(飽水質量−乾燥質量)/
乾燥質量×100 ○透水性試験:JIS A6910に準じ、上記水中に
24時間浸漬後の試験片表面にメスピペットの透水試験
器具をセットし、高さ250mm まで水を入れ、1ml減少す
る時間を測定し、次式によって透水率を算出。
Water absorption rate (%) = (saturated water mass-dry mass) /
Dry mass x 100 ○ Water permeability test: According to JIS A6910, set the water permeability test device of the measuring pipette on the surface of the test piece after soaking in the above water for 24 hours, put water to a height of 250 mm, and measure the time to decrease 1 ml Then, the water permeability is calculated by the following formula.

【0032】透水率(ml/hr) =3600/(1ml減少す
る時間)(sec) ○すべり抵抗試験:JIS A1407に準じ、すべり
試験機に試験片を固定し、次式で床すべり係数Uを算出
し、得られた値をASTEM E303のBPN 値に換算する。
Permeability (ml / hr) = 3600 / (Time to decrease by 1 ml) (sec) ○ Slip resistance test: According to JIS A1407, the test piece is fixed to a slip tester, and the floor slip coefficient U is calculated by the following formula. Calculate and convert the obtained value into the BPN value of ASTEM E303.

【0033】U=E/(P×D) 但し、U:床すべり抵抗係数,E:ハンマーの振り上が
り位置の目盛り(kgcm) ,P:バネ力(3kgで換
算),D:試験片の接触距離(cm)…90±5mm 。 <実施例1>表1に示す材料を表2の相当する実施例の
欄に示す組成で配合し、混練水分を外掛け5重量%添加
して充分混練し、800Tプレスで 234×116 mmの金型
を用いて厚さ48mmの成形体を6個同時に成形し、嵩比重
2.00のれんが素地を得た。
U = E / (P × D) where U: floor slip resistance coefficient, E: scale of hammer up position (kgcm), P: spring force (converted to 3 kg), D: contact of test piece Distance (cm)… 90 ± 5mm. <Example 1> The materials shown in Table 1 were blended in the composition shown in the corresponding Example column of Table 2, and 5% by weight of the kneading water was added to the mixture to sufficiently knead them. Bulk specific gravity of 6 compacts with a thickness of 48 mm is simultaneously molded using a mold.
2.00 I got a brick base.

【0034】テストハンマーで打音テストを行ったとこ
ろラミネーションの発生は認められず、この素地を12〜
24時間室内で常温乾燥した後、ムライト−コージライト
製の匣に載置して焼成帯最高温度1220±10℃で稼働して
いるトンネルキルンの台車の上段に積載し、焼成を行っ
た。
When a hammering test was conducted with a test hammer, no occurrence of lamination was recognized, and this base was
After being dried at room temperature for 24 hours in the room, it was placed on a mullite-cordierite box and loaded on the upper stage of a truck of a tunnel kiln operating at a firing zone maximum temperature of 1220 ± 10 ° C to perform firing.

【0035】得られた舗道材は黒褐色で黒の斑点模様を
有するデザイン性豊かな表情をもち、すべり抵抗値:BPN
70以上のノンスリップ性を示し、且つ3〜10%の吸
水率を有するものである。
The obtained pavement material has a dark brown color and a speckled pattern with black spots, and a slip resistance value: BPN.
It exhibits a non-slip property of 70 or more and has a water absorption rate of 3 to 10%.

【0036】<実施例2>表1に示す材料を表2の相当
する実施例の欄に示す組成で配合し、混練水分として有
機分散剤「サンエキス(商標名)」の0.5%溶液を外
掛け5%添加し、上回りロールミキサで20分間混練
し、素地土を得た。この素地土を上記実施例1と同条件
で成形し、トンネンキルンにて1170℃の温度で焼成して
舗道材を得た。
Example 2 The materials shown in Table 1 were blended in the composition shown in the column of the corresponding Example in Table 2, and a 0.5% solution of an organic dispersant "Sun extract (trade name)" was used as kneading water. Was added to the outside by 5% and kneaded for 20 minutes with an upper roll mixer to obtain a base soil. This base soil was molded under the same conditions as in Example 1 above and fired in a tonnen kiln at a temperature of 1170 ° C. to obtain a pavement material.

【0037】表面色は濃茶色を呈し、焼成時に5%の収
縮を起こし、部分的に発泡が見られたが、割れや膨れ等
の欠陥は認められず良好な舗道材が得られた。特に曲げ
強度は15MN/m2 と高く強度が得られ、車道に敷設した
が割れは全く発生しなかった。
The surface color was dark brown, shrinkage of 5% occurred during firing, and partial foaming was observed, but defects such as cracks and swelling were not observed, and a good pavement material was obtained. In particular, a high bending strength of 15 MN / m 2 was obtained, and when it was laid on the roadway, no cracking occurred.

【0038】<実施例3>表1に示す材料を表2の相当
する実施例の欄に示す組成で配合し、混練水分を外掛け
5重量%添加して、上記実施例1と同様混練・成形を行
った後、1140℃で焼成したところ灰色の黒色斑点のある
高強度で、すべり抵抗値の高い焼結体を得た。
<Example 3> The materials shown in Table 1 were blended in the composition shown in the corresponding Example column of Table 2, and 5% by weight of kneading water was added to the mixture, and kneading was carried out in the same manner as in Example 1 above. After molding, it was fired at 1140 ° C to obtain a sintered body having high strength with a gray black spot and a high sliding resistance value.

【0039】<実施例4>表1に示す材料を表2の相当
する実施例の欄に示す組成で配合し、混練水分として有
機分散剤「サンエキス(商標名)」の 0.5%溶液を外掛
け5%添加し、実施例2と同じ条件で混練・成形した
後、1100℃で焼成したところ、7%の焼成収縮を示し、
赤からピンク色を呈した。
<Example 4> The materials shown in Table 1 were blended in the composition shown in the corresponding Example column of Table 2, and a 0.5% solution of the organic dispersant "Sun extract (trademark)" was used as kneading water. After adding 5% and kneading and molding under the same conditions as in Example 2, baking at 1100 ° C. shows 7% baking shrinkage,
The color changed from red to pink.

【0040】<実施例5>表1に示す材料を表2の相当
する実施例の欄に示す組成で配合し、混練水分として有
機分散剤「サンエキス(商標名)」の 0.5%溶液を外掛
け5%添加し、実施例2と同じ条件で混練・成形した
後、1170℃で焼成したところ、白色ですべり抵抗値BPN=
45の舗道材に適した製品を得た。
<Example 5> The materials shown in Table 1 were blended in the composition shown in the corresponding Example column of Table 2, and a 0.5% solution of an organic dispersant "Sun extract (trademark)" was used as kneading water. After adding 5% and kneading and molding under the same conditions as in Example 2, firing at 1170 ° C. resulted in a white slip resistance value BPN =
45 suitable products for pavement materials were obtained.

【0041】<比較例>表1に示すように石英、長石、
粘土の3成分よりなる素地土を上記実施例1に記載の成
形した要領で成形を行い、1300℃で焼成した。得られた
製品は緻密で、高い強度であるものの、表面が極めて滑
りやすく、透水性の全くないところから舗道材としての
適性に欠ける。
Comparative Example As shown in Table 1, quartz, feldspar,
A green soil consisting of three components of clay was formed in the same manner as described in Example 1 and fired at 1300 ° C. Although the obtained product is dense and has high strength, its surface is extremely slippery and has no water permeability, and thus is not suitable as a pavement material.

【0042】[0042]

【表1】 [Table 1]

【0043】[0043]

【表2】 [Table 2]

【0044】以上のように実施例1〜4は、廃棄処分も
しくは埋め立て処分しかできなかった産業廃棄物を高い
付加価値を有する製品の原料として再利用することがで
きるものであり、しかもこれによって得られる製品の表
面には独特の風合いの凹凸や斑点を形成することができ
る。
As described above, in Examples 1 to 4, the industrial waste that could only be disposed of or landfilled can be reused as a raw material of a product having a high added value, and further, it can be obtained. The surface of the resulting product can be formed with irregular textures and spots.

【0045】[0045]

【発明の効果】以上のように本発明によれば、セルベ
ン、タイル屑、下水道汚泥溶融スラグ、高炉スラグ、湖
沼ヘドロ乾燥粉、都市ゴミ焼却灰、SiO2-Al2O3系質廃棄
粉のように、主に廃棄処分に付された物質を、既述の配
合で成形・焼成することにより、舗道材に求められる透
水性や強度を備えながらも、表面に趣きのある凹凸や斑
点を備えることによって都市の美観をも向上させること
のできる極めて付加価値の高い陶磁器質舗道材を提供す
ることができる。
As described above, according to the present invention, cerven, tile waste, sewage sludge molten slag, blast furnace slag, lake sludge dry powder, municipal waste incineration ash, SiO 2 -Al 2 O 3 -based waste powder. As described above, by mainly molding and firing the substances that have been disposed of with the above-mentioned composition, while providing the water permeability and strength required for pavement materials, the surface has attractive irregularities and spots. As a result, it is possible to provide an extremely high-value-added ceramic pavement material that can improve the aesthetics of the city.

【図面の簡単な説明】[Brief description of drawings]

【図1】陶磁器の素地土の構成成分の配合を示すダイヤ
グラムである。
FIG. 1 is a diagram showing a mixture of constituent components of a ceramic base soil.

───────────────────────────────────────────────────── 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 B09B 3/00 E01C 5/04 7322−2D ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Office reference number FI technical display location B09B 3/00 E01C 5/04 7322-2D

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 廃棄物より生成される下記の物質を構成
材料とする陶磁器質舗道材。 粒径3〜1mmのセルベン及び/またはタイル屑:20
〜40重量% 粒径3〜1mmの下水道汚泥溶融スラグ及び/または高
炉スラグ:10〜30重量% 粒径1mm以下の湖沼ヘドロ乾燥粉及び/または都市ゴ
ミ焼却灰:5〜40重量% 微粉状で融点1500℃以上
のSiO2-Al2O3系質廃棄粉:10〜30重量%
1. A ceramic pavement material comprising the following substances produced from waste as constituent materials. Selben and / or tile waste with a particle size of 3 to 1 mm: 20
-40% by weight Sewer sludge molten slag with a particle size of 3 to 1 mm and / or blast furnace slag: 10 to 30% by weight Lake sludge dry powder and / or municipal waste incineration ash with a particle size of 1 mm or less: 5 to 40% by weight SiO 2 -Al 2 O 3 -based waste powder with a melting point of 1500 ° C or higher: 10 to 30% by weight
【請求項2】 吸水率が2〜10%のスポンジ構造とし
た請求項1に記載の陶磁器質舗道材。
2. The ceramic pavement material according to claim 1, which has a sponge structure having a water absorption rate of 2 to 10%.
【請求項3】 上記請求項1に記載の〜の原料を混
練・成形した後、1050〜1300℃で焼成するよう
にした陶磁器質舗道材の製造方法。
3. A method for producing a ceramic pavement material, which comprises kneading and molding the raw materials according to claim 1 and then firing at 1050-1300 ° C.
JP5320294A 1993-12-20 1993-12-20 Porcelain pavement material and its manufacturing method Expired - Fee Related JP2896300B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5320294A JP2896300B2 (en) 1993-12-20 1993-12-20 Porcelain pavement material and its manufacturing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5320294A JP2896300B2 (en) 1993-12-20 1993-12-20 Porcelain pavement material and its manufacturing method

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JPH07172900A true JPH07172900A (en) 1995-07-11
JP2896300B2 JP2896300B2 (en) 1999-05-31

Family

ID=18119905

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Country Link
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1215182A1 (en) * 2000-12-13 2002-06-19 ECO Conception Conseil Ceramic based on household waste incineration slag
JP2005074390A (en) * 2003-09-03 2005-03-24 Yuushin Denki Kk Sludge ceramic carrier and its production method
CN104276811A (en) * 2013-07-03 2015-01-14 济南大学 Blast furnace metallurgical slag based particle electrode and preparation method thereof
CN104276813A (en) * 2013-07-03 2015-01-14 济南大学 Converter mud based particle electrode and preparation method thereof
CN110698176A (en) * 2019-10-16 2020-01-17 蒙娜丽莎集团股份有限公司 Environment-friendly low-shrinkage ceramic and preparation method thereof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1215182A1 (en) * 2000-12-13 2002-06-19 ECO Conception Conseil Ceramic based on household waste incineration slag
JP2005074390A (en) * 2003-09-03 2005-03-24 Yuushin Denki Kk Sludge ceramic carrier and its production method
CN104276811A (en) * 2013-07-03 2015-01-14 济南大学 Blast furnace metallurgical slag based particle electrode and preparation method thereof
CN104276813A (en) * 2013-07-03 2015-01-14 济南大学 Converter mud based particle electrode and preparation method thereof
CN110698176A (en) * 2019-10-16 2020-01-17 蒙娜丽莎集团股份有限公司 Environment-friendly low-shrinkage ceramic and preparation method thereof
CN110698176B (en) * 2019-10-16 2022-05-06 蒙娜丽莎集团股份有限公司 Environment-friendly low-shrinkage ceramic and preparation method thereof

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