JPH0577221A - Roof tile manufacturing method - Google Patents

Roof tile manufacturing method

Info

Publication number
JPH0577221A
JPH0577221A JP24161291A JP24161291A JPH0577221A JP H0577221 A JPH0577221 A JP H0577221A JP 24161291 A JP24161291 A JP 24161291A JP 24161291 A JP24161291 A JP 24161291A JP H0577221 A JPH0577221 A JP H0577221A
Authority
JP
Japan
Prior art keywords
roof tile
water
weight
cement
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
Application number
JP24161291A
Other languages
Japanese (ja)
Inventor
Yoichi Ikemoto
陽一 池本
Kunio Kusano
邦雄 草野
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 JP24161291A priority Critical patent/JPH0577221A/en
Publication of JPH0577221A publication Critical patent/JPH0577221A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】 繊維補強水硬性無機質組成物からなる屋根瓦
にあっても、流動性を損なうことなく成形でき、高強度
で耐久性にすぐれた、屋根瓦の製造方法を提供する。 【構成】 水硬性無機物質、水、無機質充填材、補強繊
維を含むスラリーを押出成形により波板状に押出した後
切断し、養生硬化することを特徴とする屋根瓦の製造方
法。
(57) [Summary] [Purpose] A roof tile made of a fiber reinforced hydraulic inorganic composition can be formed without impairing fluidity, and a method of manufacturing a roof tile having high strength and durability is provided. To do. A method for manufacturing a roof tile, which comprises: extruding a slurry containing a hydraulic inorganic substance, water, an inorganic filler, and reinforcing fibers into a corrugated plate by extrusion molding, cutting, and then curing and curing.

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、繊維補強水硬性無機質
組成物からなる屋根瓦の製造方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing a roof tile made of a fiber-reinforced hydraulic inorganic composition.

【0002】[0002]

【従来の技術】従来、屋根瓦としては、古くから柚葉
瓦、いぶし瓦などの粘土瓦がよく知られており、最も多
く使用されている。しかしながら最近、良質な粘土が減
少し、性能の良好なものを大量に生産することは困難と
なってきている。そこで、厚型スレ─ト、セメント瓦な
どのいわゆる水硬性無機質硬化体を使用した瓦が生産さ
れている。しかしながらこれらは、成形性をあげるた
め、化学量論に対し大量の水を使用しているため、脱
水、脱型工程に時間を要し、生産性を上げることは困難
である。また、これらは曲げ強度が小さいため、十分な
耐荷重を得るためには瓦の重量を増さねばならず、施行
上、コスト上不利である。
2. Description of the Related Art Conventionally, as roof tiles, clay tiles such as Yuzu leaf tiles and Ibushi tiles have been well known for a long time and are most often used. However, recently, the quality of clay has decreased, and it has become difficult to mass-produce good-quality clay. Therefore, roof tiles using so-called hydraulically cured inorganic materials such as thick-type slats and cement roof tiles are produced. However, since these use a large amount of water with respect to the stoichiometry in order to improve moldability, it takes time for dehydration and demolding steps, and it is difficult to increase productivity. Further, since these have a small bending strength, the weight of the roof tile must be increased in order to obtain a sufficient withstand load, which is disadvantageous in terms of operation and cost.

【0003】ところで、水硬性無機物質よりなる成形体
では、引張強度が圧縮強度に比べて低いため、補強材を
混入させる方法が多用されている。たとえば、セメント
成形品では、成形時における成形性を良好なものとする
ために、並びに硬化後の機械的強度を高めるために、補
強材として石綿が混入されている。しかしながら、近
年、石綿を使用することによる発癌性の問題が指摘され
ている。従って、石綿に代わる補強材として、各種の合
成繊維が利用されてきている。
By the way, since the tensile strength of a molded body made of a hydraulic inorganic substance is lower than that of the compressive strength, a method of incorporating a reinforcing material is often used. For example, in a cement molded product, asbestos is mixed as a reinforcing material in order to improve the moldability during molding and to increase the mechanical strength after curing. However, in recent years, the problem of carcinogenicity caused by using asbestos has been pointed out. Therefore, various synthetic fibers have been used as a reinforcing material to replace asbestos.

【0004】補強材として合成繊維を用いた繊維強化セ
メント混合物から屋根瓦を製造する方法として、例え
ば、特開昭63─222806号公報に記載されている
ように押圧脱水成形法して賦形することにより、種々の
形状の瓦を製造する方法や、特平1─23427号公報
に記載されているように繊維強化セメント材料を混合し
た水中から紙をすくうように何層も積層し、次に波状ロ
─ル等により押圧する、いわゆる抄造法といわれる方法
がある。
As a method for producing a roof tile from a fiber reinforced cement mixture using synthetic fibers as a reinforcing material, it is shaped by pressing dehydration molding as described in, for example, JP-A-63-222806. The method for producing roof tiles of various shapes, and as described in Japanese Patent Publication No. 1-23427, a plurality of layers are laminated so that paper is scooped from water mixed with fiber reinforced cement material, and then There is a so-called paper-making method in which pressing is performed with a wavy roll or the like.

【0005】又、特公昭57─19009号公報には、
セメント100重量部に対し短繊維0.5〜10重量
部、水17〜35重量部を混合し混練し、押出成形機に
より板状に押出し、引続いてプレス機により瓦状に押圧
成形する方法が開示されている。
Further, Japanese Patent Publication No. 57-19009 discloses that
A method in which 0.5 to 10 parts by weight of short fibers and 17 to 35 parts by weight of water are mixed with 100 parts by weight of cement, kneaded, extruded into a plate shape by an extrusion molding machine, and subsequently pressed into a roof tile shape by a pressing machine. Is disclosed.

【0006】そこで、高強度の水硬性無機質成形体を得
るために特開平2−160650号公報に記載されてい
るように、ブレ─ン値3,000cc/g以上の珪砂
(平均粒径にして5〜10ミクロン以下、ただし形状で
異なるので正確な対応関係はない。)をセメントに混入
したもの100重量部に対し、水を20〜35重量部と
できるだけ化学量論に近い量で添加した組成物を用い
て、押出成形により高強度の軽量瓦を成形するなど、上
記空隙を微細粒子で埋める方法が開示されている。
Therefore, in order to obtain a high-strength hydraulic inorganic molded article, as described in Japanese Patent Application Laid-Open No. 2-160650, silica sand having a brain value of 3,000 cc / g or more (mean particle size) 5 to 10 microns or less, but there is no exact correspondence because it differs in shape.) Composition in which water is added in an amount as close as possible to the stoichiometry of 20 to 35 parts by weight to 100 parts by weight of cement mixed. There is disclosed a method of filling the above voids with fine particles, such as molding a high-strength lightweight roof tile by extrusion molding using a material.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、特開昭
63─222806号公報に記載されている押圧脱水成
形法や、特平1─23427号公報に記載されている抄
造法においては、組織の緻密化が図りがたく、耐凍害性
等の耐久性に乏しいという欠点があり、又、特公昭57
─19009号公報記載の方法によれば、混入短繊維量
は、0.5〜10重量部までとされているが、混入効果
の最も著しいのは2〜5重量部であり、5重量部以上混
入させると分散不良となり、成形品の機械的性質が低下
するという問題があった。
However, in the press dehydration molding method described in JP-A-63-222806 and the paper-making method described in JP-A-1-23427, the fineness of the structure is It has a drawback that it is difficult to be made into a solid material and has poor durability such as frost damage resistance.
According to the method described in JP-A-19009, the amount of mixed short fibers is set to 0.5 to 10 parts by weight, but the most remarkable mixing effect is 2 to 5 parts by weight, and 5 parts by weight or more. When mixed, there is a problem that dispersion becomes poor and the mechanical properties of the molded product deteriorate.

【0008】さらに、特開平2−160650号公報に
記載の製造方法では、水セメント比が小さく、しかも微
細粒子の比表面積が非常に大きいため、水が微細粒子に
吸着され、組成物の流動性が極めて悪く、平板など同号
公報に記載されているような平板等単純形状の成形体し
か賦形できず、複雑形状の成形体には適用できないとい
った問題があった。
Further, in the production method described in JP-A-2-160650, since the water-cement ratio is small and the specific surface area of the fine particles is very large, water is adsorbed by the fine particles and the fluidity of the composition is increased. However, there is a problem in that a molded product having a simple shape such as a flat plate as described in the above publication can be shaped, and it cannot be applied to a molded product having a complicated shape.

【0009】ところで、瓦は上から載荷を受けると曲げ
応力が発生し、瓦の下側に引張応力が発生する。水硬性
無機質硬化体を使用した成形品は優れた圧縮強度を有す
るものの、引張強度は小さい。そこで上記載荷に耐える
ためには、平板等単純形状では相当な厚みの成形体が必
要であった。又、同号公報に記載の混練物を用いてプレ
ス成形により成形するためには、非常な高圧力下で成形
する必要があり、混練物の流動性が小さいので、大型の
成形品を得ることは極めて困難であった。
When the roof tile is loaded from above, bending stress is generated, and tensile stress is generated below the roof tile. The molded product using the hydraulic inorganic cured product has excellent compressive strength, but has low tensile strength. Therefore, in order to withstand the above-mentioned loads, a compact having a simple shape such as a flat plate requires a considerable thickness. Further, in order to form by press molding using the kneaded product described in the same publication, it is necessary to perform the molding under an extremely high pressure, and since the kneaded product has low fluidity, a large-sized molded product can be obtained. Was extremely difficult.

【0010】本発明の目的は上記の課題を解決し、繊維
補強水硬性無機質組成物からなる屋根瓦にあっても、流
動性を損なうことなく成形でき、高強度で耐久性にすぐ
れた、水硬性無機質成形体の製造方法を提供することに
ある。
The object of the present invention is to solve the above problems, and even a roof tile made of a fiber reinforced hydraulic inorganic composition can be molded without impairing the fluidity, has high strength and is excellent in durability. It is intended to provide a method for producing a hard inorganic molded body.

【0011】[0011]

【課題を解決するための手段】本発明において用いられ
る水硬性無機物質は、水で練ったとき硬化性を示す無機
物質ならば特に限定されず、たとえば普通ポルトランド
セメント、特殊ポルトランドセメント、アルミナセメン
ト、ロ─マンセメント等の単味セメント、耐酸セメン
ト、耐火セメント、水ガラスセメント等の特殊セメン
ト、石膏、石灰、マグネシアセメント等の気硬性セメン
トなどがあげられ、特に、強度、耐水性の点で、ポルト
ランドセメント、アルミナセメントが好適に使用され
る。
The hydraulic inorganic substance used in the present invention is not particularly limited as long as it is an inorganic substance which shows a hardening property when kneaded with water. For example, ordinary Portland cement, special Portland cement, alumina cement, Examples include plain cements such as Roman cement, acid-resistant cements, fire-resistant cements, special cements such as water glass cements, and air-hardening cements such as gypsum, lime, and magnesia cements. Particularly, in terms of strength and water resistance, Portland cement and alumina cement are preferably used.

【0012】本発明の製造方法において用いられる水の
量は、水硬性無機物質100重量部に対し、15重量部
未満では水硬性無機物質の硬化が十分になされず、又、
補強繊維や無機質充填材が分散性が低下し、60重量部
を超えると得られる成形体の機械的強度が低下するた
め、15〜60重量部が好ましい。
If the amount of water used in the production method of the present invention is less than 15 parts by weight with respect to 100 parts by weight of the hydraulic inorganic substance, the hydraulic inorganic substance is not sufficiently cured, and
The dispersibility of the reinforcing fibers and the inorganic filler decreases, and when the amount exceeds 60 parts by weight, the mechanical strength of the obtained molded product decreases, so that the amount is preferably 15 to 60 parts by weight.

【0013】本発明の製造方法において用いられる無機
質充填材は、水に溶解せず、水硬性無機物質の硬化反応
を阻害せず、本発明の製造方法で使用されるあらゆる構
成材料の作用を著しく阻害しないものならば特に限定さ
れず、たとえば珪砂、川砂等のセメントモルタル用骨
材、フライアッシュ、シリカフラワ─、シリカフュ─
ム、ベントナイト、高炉スラグ等の混合セメント用混合
材、セピオライト、ウォラストナイト、炭酸カルシウ
ム、マイカ等の天然鉱物などがあげられる。これらは単
独で使用されてもよいし、2種類以上併用されてもよ
い。
The inorganic filler used in the production method of the present invention does not dissolve in water, does not inhibit the curing reaction of the hydraulic inorganic substance, and remarkably functions of all the constituent materials used in the production method of the present invention. There is no particular limitation as long as it does not inhibit, for example, aggregate for cement mortar such as silica sand and river sand, fly ash, silica flower, silica fu
Examples include mixed cement admixtures such as aluminum, bentonite, and blast furnace slag, and natural minerals such as sepiolite, wollastonite, calcium carbonate, and mica. These may be used alone or in combination of two or more kinds.

【0014】上記無機質充填材は、平均粒径が0.03
μm未満のものであると、補強繊維間への無機質充填材
の粒子の分散性はそれ以上改善されず、製造上の難度が
あがるのみであり、500μmを超えると補強繊維間に
無機質充填材の粒子が分散し難くなるため、補強繊維が
凝集しやすくなるので、0.03〜500μmが好まし
い。上記無機質充填材は、水硬性無機物質100重量部
に対し2重量部未満では補強繊維間に無機質充填材の粒
子が分散し難くなるため、補強繊維が凝集しやすくな
り、200重量部を超えると、得られる成形体の強度が
低下するため好ましくは2〜200重量部である。
The above-mentioned inorganic filler has an average particle size of 0.03.
If it is less than μm, the dispersibility of the particles of the inorganic filler between the reinforcing fibers is not further improved, and only the difficulty in production is raised. Since it becomes difficult for the particles to disperse and the reinforcing fibers tend to aggregate, 0.03 to 500 μm is preferable. When the amount of the inorganic filler is less than 2 parts by weight with respect to 100 parts by weight of the hydraulic inorganic substance, particles of the inorganic filler are difficult to disperse between the reinforcing fibers, so that the reinforcing fibers easily aggregate, and when the amount exceeds 200 parts by weight. It is preferably 2 to 200 parts by weight because the strength of the obtained molded article is reduced.

【0015】本発明において用いられる補強繊維として
は、成形体に付与したい性能に応じ任意のものが使用で
き、たとえば、ビニロン、ポリアミド、ポリエステル、
ポリプロピレン、カーボン、アラミド等の合成繊維や、
ガラス繊維、パルプなどが使用できる。特に合成繊維を
用いた場合には、可撓性の向上が著しい。上記補強繊維
の太さは、細すぎると混合時に再凝集し、交絡によりフ
ァイバ─ボ─ルが形成されやすくなり、得られる成形体
の強度はそれ以上改善されず、太すぎるか又は、短すぎ
ると引張強度向上などの補強効果が小さく、又、長すぎ
ると繊維の分散性及び配向性が低下するため、太さ0.
5〜40デニ─ル、長さ1〜15mmが好ましい。上記
補強繊維の量は水硬性無機物質100重量部に対し0.
1重量部未満では補強効果が小さく、20重量部を超え
ると繊維の分散性が低下するため、0.1〜20重量部
が好ましい。
As the reinforcing fiber used in the present invention, any reinforcing fiber can be used according to the performance to be imparted to the molded product, and examples thereof include vinylon, polyamide, polyester,
Polypropylene, carbon, synthetic fibers such as aramid,
Glass fiber, pulp, etc. can be used. Particularly when synthetic fibers are used, the flexibility is remarkably improved. If the thickness of the above-mentioned reinforcing fiber is too thin, it reaggregates during mixing, fiber fibers are likely to be formed due to entanglement, and the strength of the obtained molded product is not further improved, either too thick or too short. And a reinforcing effect such as improvement in tensile strength are small, and if it is too long, the dispersibility and orientation of the fibers are deteriorated, so that the thickness is 0.
5 to 40 denier and a length of 1 to 15 mm are preferable. The amount of the reinforcing fibers was 0.
If it is less than 1 part by weight, the reinforcing effect is small, and if it exceeds 20 parts by weight, the dispersibility of the fiber is lowered, so 0.1 to 20 parts by weight is preferable.

【0016】本発明においてさらに必要に応じて水溶性
高分子物質が添加されてもよい。上記水溶性高分子物質
は、水に溶解して粘性を付与し、無機質充填材及び補強
繊維の分散性を高め、混合物の流動性を高めて賦形性を
良好なものとし、又、セメント硬化体中の過剰な水分を
吸収しセメント粒子間中の空隙を埋める接合剤となりう
る高分子物質ならば特に限定されず、たとえばメチルセ
ルロ─ス、ヒドロキシメチルセルロ─ス、ヒドロキシエ
チルセルロ─ス、カルボキシメチルセルロ─ス、ヒドロ
キシプロピルメチルセルロ─ス等のセルロ─スエ─テ
ル、ポリビニルアルコ─ル、ポリアクリル酸などがあげ
られる。
In the present invention, a water-soluble polymer substance may be added if necessary. The water-soluble polymer substance dissolves in water to impart viscosity, enhances dispersibility of the inorganic filler and reinforcing fiber, enhances fluidity of the mixture to improve shapeability, and also cement hardening It is not particularly limited as long as it is a polymer substance that can absorb excess water in the body and serve as a binder to fill voids between cement particles, and examples thereof include methyl cellulose, hydroxymethyl cellulose, hydroxyethyl cellulose and carboxymethyl. Examples thereof include cellulose ethers such as cellulose and hydroxypropylmethyl cellulose, polyvinyl alcohol, and polyacrylic acid.

【0017】本発明における屋根瓦の製造方法は、まず
前記水硬性無機物質、水、無機質充填材、補強繊維を混
練してえられたスラリーを波板状の金型内に押出成形し
て賦形した後切断し、養生硬化することを特徴とする。
上記金型は押出通路の厚みが薄すぎると得られる成形品
の強度が小さく、厚すぎると得られる成形品の重量が増
加するため3〜10mmが好ましい。上記金型は押出通
路の曲率が小さすぎると成形性が低下し、大きすぎると
得られる成形品の強度が小さくなるため曲率20〜60
mmが好ましい。上記金型の押出方向の長さは、短すぎ
ると成形品の受ける成形歪みが増大し、長すぎると押出
成形に必要な背圧が増大するため50〜300mmが好
ましい。本発明に使用される押出成形機は従来公知の任
意のものが使用でき、たとえばベント式押出機により5
〜80kg/cm2 背圧で成形することができる。
In the method of manufacturing a roof tile according to the present invention, first, a slurry obtained by kneading the above-mentioned hydraulic inorganic substance, water, an inorganic filler and a reinforcing fiber is extruded into a corrugated plate-shaped mold and applied. It is characterized in that it is shaped, cut and then cured and cured.
When the thickness of the extrusion passage of the mold is too thin, the strength of the obtained molded product is low, and when it is too thick, the weight of the molded product obtained is increased, so 3 to 10 mm is preferable. If the curvature of the extrusion passage is too small in the mold, the moldability is lowered, and if it is too large, the strength of the obtained molded product is lowered, so that the curvature is 20 to 60.
mm is preferred. If the length of the die in the extrusion direction is too short, the molding strain applied to the molded product increases, and if it is too long, the back pressure required for extrusion molding increases, so that the length is preferably 50 to 300 mm. As the extruder used in the present invention, any conventionally known extruder can be used.
It can be molded with a back pressure of -80 kg / cm 2 .

【0018】上記成形法で得られた連続成形体を必要な
寸法に切断する。上記切断方法は従来公知の任意の方法
が使用でき、たとえばダイヤモンドカッタ─、ウォ─タ
─ジェットなどが使用できる。上記成形法で得られた成
形体をさらに加熱、加湿するなど、従来公知の方法によ
り養生を行うことにより、機械的物性を向上することが
できる。
The continuous molded body obtained by the above molding method is cut into a required size. As the cutting method, any conventionally known method can be used, for example, a diamond cutter or a water jet can be used. Mechanical properties can be improved by performing curing by a conventionally known method such as further heating and humidifying the molded body obtained by the above molding method.

【0019】[0019]

【実施例】本発明の詳細を実施例をもってさらに詳しく
説明する。 実施例 表1に示す所定量の普通ポルトランドセメント、ビニロ
ン繊維(太さ2デニ─ル、長さ6mm)、JIS9号珪
砂(粒径100μm)、ヒドロキシプロピルメチルセル
ロ─ス(20℃における2%水溶液の粘度が30,00
0cpsのもの)、及び水を容量10リットルの混合機
に入れて混合した。その後土練機で混練し一体化した混
合物を、押出通路が厚み5mm、幅600mm、曲率3
0mmの波形形状で、長さ100mmの金型内にバレル
径200mmのベント式押出機で背圧23kg/cm2
で押出し、得られた成形体をウォ─タ─ジェットにより
長さ400mmに切断し、温度60℃、相対湿度95%
で6時間養生し波板状の屋根瓦を得た。
EXAMPLES The details of the present invention will be described in more detail with reference to Examples. Example A predetermined amount of ordinary Portland cement shown in Table 1, vinylon fiber (thickness 2 denier, length 6 mm), JIS No. 9 silica sand (particle size 100 μm), hydroxypropylmethylcellulose (2% aqueous solution at 20 ° C.) Has a viscosity of 30,000
(0 cps) and water were put into a mixer having a capacity of 10 liters and mixed. After that, the mixture which is kneaded and integrated by a clay kneader has an extrusion passage having a thickness of 5 mm, a width of 600 mm and a curvature of 3
Back pressure of 23 kg / cm 2 with a vent type extruder with a barrel diameter of 200 mm in a 100 mm long mold with a corrugated shape of 0 mm.
And extruded with a water jet to cut it to a length of 400 mm, and the temperature was 60 ° C and the relative humidity was 95%.
After curing for 6 hours, corrugated roof tiles were obtained.

【0020】比較例1 実施例と同様にして得られた混練物を押出通路が厚み5
mm、幅600mm、平板形状で、長さ100mmの金
型内に実施例と同様にして押出し、得られた成形体から
実施例と同様にして平板状の屋根瓦を得た。
Comparative Example 1 A kneaded product obtained in the same manner as in Example had an extrusion passage having a thickness of 5
Extruded in the same manner as in the example into a metal mold having a width of 600 mm, a width of 600 mm and a length of 100 mm, and a flat roof tile was obtained from the obtained molded product in the same manner as in the example.

【0021】比較例2 表1に示す所定量のポルトランドセメント、ビニロン繊
維、珪砂、ヒドロキシプロピルメチルセルロ─ス、及び
水を実施例1と同様にして混練物を得、脱水プレス法で
実施例と同形状の屋根瓦を得た。
Comparative Example 2 A predetermined amount of Portland cement, vinylon fiber, silica sand, hydroxypropylmethyl cellulose and water shown in Table 1 were obtained in the same manner as in Example 1 to obtain a kneaded product, which was then subjected to the dewatering press method. The roof tile of the same shape was obtained.

【0022】比較例3 表1に示す所定量のポルトランドセメント、ビニロン繊
維、珪砂、ヒドロキシプロピルメチルセルロ─ス、及び
水を実施例と同様にして混練物を得、抄造法で実施例と
同形状の屋根瓦を得た。
Comparative Example 3 A kneaded product was obtained in the same manner as in Example 1 except that the prescribed amounts of Portland cement, vinylon fiber, silica sand, hydroxypropylmethylcellulose and water shown in Table 1 were used. Got the roof tile of.

【0023】以上、得られた実施例、比較例1〜3の成
形体を以下の試験に供した。以上の結果を表1に併せ示
した。
The molded articles of Examples and Comparative Examples 1 to 3 obtained above were subjected to the following tests. The above results are also shown in Table 1.

【0024】[0024]

【表1】 [Table 1]

【0025】物性評価 曲げ破壊荷重 得られた成形体の中心部に載荷し破壊荷重を測定した。 凍結融解性能 ASTM C−666A法に準じて評価し、JIS A
1408の方法に準じて測定した曲げ強度が90%に
なったサイクル数を示した。
Evaluation of Physical Properties Bending Fracture Load A load was applied to the center of the obtained molded body to measure the fracture load. Freezing and thawing performance Evaluated according to the ASTM C-666A method, JIS A
The number of cycles in which the bending strength measured according to the method of 1408 reached 90% was shown.

【0026】[0026]

【発明の効果】本発明の屋根瓦の製造方法は、上述のと
おり、水硬性無機物質、水、無機質充填材、補強繊維を
含むスラリーを押出成形により波板状に押出した後切断
し、養生硬化するものであるから、平板状の瓦と比較し
て、耐荷重性に優れたものが得られる。又、押出成形法
で成形するため、従来の押圧脱水成形法や抄造法に比べ
組織の緻密化が図れ、耐荷重性に優れるだけでなく、耐
凍害性等の耐久性に優れた屋根瓦を得ることができる。
As described above, the method for producing a roof tile according to the present invention is carried out by extruding a slurry containing a hydraulic inorganic substance, water, an inorganic filler, and a reinforcing fiber into a corrugated plate by extrusion, followed by cutting and curing. Since it is hardened, it is possible to obtain a material having excellent load resistance as compared with a flat roof tile. In addition, because it is formed by extrusion molding, the structure can be made denser than conventional pressure dehydration molding and papermaking methods, and roof tiles that are not only excellent in load bearing but also durable in frost damage resistance etc. Obtainable.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 水硬性無機物質、水、無機質充填材、補
強繊維を含むスラリーを押出成形により波板状に押出し
た後切断し、養生硬化することを特徴とする屋根瓦の製
造方法。
1. A method for producing a roof tile, comprising a step of extruding a slurry containing a hydraulic inorganic substance, water, an inorganic filler, and reinforcing fibers into a corrugated plate by extrusion molding, followed by cutting and curing and curing.
JP24161291A 1991-09-20 1991-09-20 Roof tile manufacturing method Pending JPH0577221A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24161291A JPH0577221A (en) 1991-09-20 1991-09-20 Roof tile manufacturing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24161291A JPH0577221A (en) 1991-09-20 1991-09-20 Roof tile manufacturing method

Publications (1)

Publication Number Publication Date
JPH0577221A true JPH0577221A (en) 1993-03-30

Family

ID=17076917

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24161291A Pending JPH0577221A (en) 1991-09-20 1991-09-20 Roof tile manufacturing method

Country Status (1)

Country Link
JP (1) JPH0577221A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101370835B1 (en) * 2012-11-29 2014-03-13 (주)노당기와 Body containing fiber yarn and the manufacturing method of the tile using the base

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101370835B1 (en) * 2012-11-29 2014-03-13 (주)노당기와 Body containing fiber yarn and the manufacturing method of the tile using the base

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