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JP2696242B2 - Fiber-reinforced cement molded article and inorganic cosmetic cement molded article using the molded article - Google Patents
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JP2696242B2 - Fiber-reinforced cement molded article and inorganic cosmetic cement molded article using the molded article - Google Patents

Fiber-reinforced cement molded article and inorganic cosmetic cement molded article using the molded article

Info

Publication number
JP2696242B2
JP2696242B2 JP1836489A JP1836489A JP2696242B2 JP 2696242 B2 JP2696242 B2 JP 2696242B2 JP 1836489 A JP1836489 A JP 1836489A JP 1836489 A JP1836489 A JP 1836489A JP 2696242 B2 JP2696242 B2 JP 2696242B2
Authority
JP
Japan
Prior art keywords
fiber
weight
sepiolite
cement
molded article
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.)
Expired - Lifetime
Application number
JP1836489A
Other languages
Japanese (ja)
Other versions
JPH02199044A (en
Inventor
修 石丸
雅彦 中野
逸朗 前田
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.)
Risho Kogyo Co Ltd
Original Assignee
Risho Kogyo 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 Risho Kogyo Co Ltd filed Critical Risho Kogyo Co Ltd
Priority to JP1836489A priority Critical patent/JP2696242B2/en
Publication of JPH02199044A publication Critical patent/JPH02199044A/en
Application granted granted Critical
Publication of JP2696242B2 publication Critical patent/JP2696242B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/38Fibrous materials; Whiskers
    • C04B14/46Rock wool ; Ceramic or silicate fibres
    • C04B14/4643Silicates other than zircon

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Aftertreatments Of Artificial And Natural Stones (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] この発明はセメント成形品の中に無機質にフィラー材
を入れて強化を計った繊維強化セメント成形品、及び無
機質で耐熱・耐薬品性に優れた不燃性の化粧セメント成
形に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a fiber-reinforced cement molded article in which a filler is added to an inorganic substance in a cement molded article and reinforced, and an inorganic and excellent heat and chemical resistance. And a non-combustible decorative cement molding.

[従来技術およびその問題点] セメントの成形物は、圧縮には強いがセメント混合物
固有の脆弱性のため曲げ強度に弱いので、一般に、セメ
ントマトリックスの中に繊維を混入して成形することに
より、その成形物の繊維による強化を計ってある。機械
的強度に加えて耐熱性が要求される場合、これまでは石
綿繊維が用いられていた。
[Prior art and its problems] Since molded products of cement are strong in compression but weak in bending strength due to the inherent fragility of the cement mixture, they are generally formed by mixing fibers in a cement matrix and molding. The molding is reinforced with fibers. When heat resistance is required in addition to mechanical strength, asbestos fiber has been used so far.

石綿繊維は石綿の結晶水の放出温度約350℃までその
繊維強度は下がらない耐熱強度に優れた特性を備えてい
る。しかし、そのセメント成形物を製造あるいは使用す
る上で珪肺を害するなどの石綿公害を起す恐れがあり、
これから先石綿繊維を使用し続けることは社会環境を守
る上で問題である。
Asbestos fibers have excellent heat-resistant properties in which the fiber strength does not decrease until the asbestos crystallization water discharge temperature reaches about 350 ° C. However, there is a risk of causing asbestos pollution such as harming silicosis in manufacturing or using the cement molding.
Continuing to use asbestos fiber from now on is a problem in protecting the social environment.

また、ポリアミド、ポリエステル、ビニロン等の耐熱
性に優れた合成有機質繊維を補強繊維として使用して
も、マトリックスであるセメント及び湿潤剤である水と
の親和性、分散性等に問題が生じて混合が効果的に行え
ないこと、またセメントとの接着が充分でないこと等か
ら最終成形物の強度は満足できる結果が得られず、更
に、250℃以上の温度において合成有機質繊維の強度低
下や熱分解が生じて使用不可能になり、従って使用範囲
もおのずと限定され、またコスト高になる等の欠点があ
る。
Even when synthetic organic fibers having excellent heat resistance, such as polyamide, polyester, and vinylon, are used as the reinforcing fibers, there is a problem in affinity, dispersibility, etc. with the matrix cement and the water wetting agent. The strength of the final molded product was not satisfactory due to the inability to carry out the treatment effectively and the adhesion to the cement was not sufficient. As a result, there is a drawback that the device cannot be used, so that the range of use is naturally limited and the cost is increased.

発明者等は、叙上の状況下に鑑み、常態下の温度にお
いて強い曲げ強度と耐衝撃性を兼備し、石綿セメント成
形物がその優れた耐熱特性から使用されてきた断熱材用
途にも使用できる用途の広いセメント成形物を得ること
を課題にして、セメントマトリックス中に入れるフィラ
ー材として海泡石を検討している際に、繊維長及び繊維
幅に関係してセメント成形物の機械的特性を著しく改善
でき更にこれに関係してフィラー材の分散性向上にも寄
与して更に性能の向上が図れることを見い出して、この
発明をするに到ったのである。
In view of the circumstances described above, the inventors of the present invention have both strong flexural strength and impact resistance at normal temperature, and have been used for insulation materials where asbestos cement molded products have been used due to their excellent heat resistance properties. When considering sepiolite as a filler material in the cement matrix with the task of obtaining a cement molded product that can be used for a wide range of applications, the mechanical properties of the cement molded product in relation to the fiber length and fiber width were examined. Have been found to be able to significantly improve the dispersibility of the filler material and to further improve the performance by contributing to the improvement of the dispersibility of the filler material.

[問題点を解決するための手段] この発明は、上記問題点を解決するために、繊維強化
セメント成形品に於いて、水硬性セメント90〜60重量%
と天然の海泡石を平均の長さが0.5〜5000μmで平均の
幅が0.2〜5μmに加工した海泡石繊維10〜40重量%と
を混合するように構成したのである。
[Means for Solving the Problems] In order to solve the above-mentioned problems, the present invention relates to a fiber-reinforced cement molded product, which comprises 90-60% by weight of hydraulic cement.
It is configured to mix natural sepiolite with 10-40% by weight of sepiolite fiber processed to have an average length of 0.5-5000 μm and an average width of 0.2-5 μm.

また、繊維強化セメント成形品において、水硬性セメ
ント90〜60重量%と天然の海泡石を平均の長さが0.5〜5
000μmで平均の幅が0.2〜5μmに加工した海泡石繊維
9〜30重量%と平均長が5〜50mmのガラス繊維製チョッ
プドストランド1〜10重量%とを混合するように構成し
たのである。ガラス繊維製チョップドストランドはセメ
ントマトリックス中でストランド状態で分散するもので
もよく、またセメントマトリックス中でフィラメントに
解繊して分散するものであってもよい。
In the case of fiber-reinforced cement moldings, 90-60% by weight of hydraulic cement and natural sepiolite have an average length of 0.5-5%.
9 to 30% by weight of sepiolite fiber processed to an average width of 0.2 to 5 μm at 000 μm and 1 to 10% by weight of a glass fiber chopped strand having an average length of 5 to 50 mm. The glass fiber chopped strand may be dispersed in the cement matrix in a strand state, or may be dispersed in the cement matrix by being defibrated into filaments.

また、繊維強化セメント成形品に於いて、水硬性セメ
ント90〜60重量%と天然の海泡石を平均の長さが0.5〜5
000μmで平均の幅が0.2〜5μmに加工した海泡石繊維
5〜20重量%と珪灰石5〜20重量%とを混合するように
構成したのである。
In fiber-reinforced cement molded products, the average length of hydraulic cement 90 to 60% by weight and natural sepiolite is 0.5 to 5%.
The composition was such that 5 to 20% by weight of sepiolite fibers processed to have an average width of 0.2 to 5 [mu] m and 5 to 20% by weight of wollastonite were mixed.

また、繊維強化セメント成形品に於いて、水硬性セメ
ント90〜60重量%と天然の海泡石を平均の長さが0.5〜5
000μmで平均の幅が0.2〜5μmに加工した海泡石繊維
4〜10重量%と平均繊維長が5〜50mmのガラス繊維製チ
ョップドストナンド1〜10重量%と前記珪灰石5〜20重
量%とを混合するように構成したのである。
In fiber-reinforced cement molded products, the average length of hydraulic cement 90 to 60% by weight and natural sepiolite is 0.5 to 5%.
4 to 10% by weight of sepiolite fiber processed to an average width of 0.2 to 5 [mu] m at 000 [mu] m, 1 to 10% by weight of glass fiber chopped stunand having an average fiber length of 5 to 50 mm, and 5 to 20% by weight of the wollastonite It was configured to mix

また、機械的強度、耐熱性、不燃性および耐薬品性に
優れた無機質化粧セメント成形品を得るために、このよ
うな構成の繊維強化セメント成形板に無機塗料により焼
き付け塗膜を形成するように構成したものである。
In addition, in order to obtain an inorganic cosmetic cement molded product having excellent mechanical strength, heat resistance, nonflammability and chemical resistance, a baking coating film is formed on a fiber-reinforced cement molded plate having such a configuration by using an inorganic paint. It is composed.

尚、上記無機質化粧セメント成形品に用いられる無機
塗料としては耐熱性・耐薬品性に優れたものが望まれ、
珪酸カリウムと珪酸リチウムを主成分とし酸化亜鉛を硬
化剤として他に無機充填剤および顔料が適宜加えられた
ものである。無機塗料は塗膜特性を充分発揮するために
は200〜250℃の焼き付け加工が必要である。本発明の繊
維強化セメント組成物を用いて作成された無機質のセメ
ント成形品は此れ等の加工条件によりクラック等の発生
の無い優れた耐熱特性を有するものである。
In addition, as the inorganic coating used for the inorganic cosmetic cement molded article, those having excellent heat resistance and chemical resistance are desired,
It contains potassium silicate and lithium silicate as main components, zinc oxide as a hardening agent, and other inorganic fillers and pigments as appropriate. Inorganic paints need to be baked at 200-250 ° C in order to fully exhibit coating film properties. The inorganic cement molded article prepared by using the fiber reinforced cement composition of the present invention has excellent heat resistance without cracks or the like under these processing conditions.

[作用] 本願の発明に用いる海泡石繊維は天然の海泡石を粉砕
切断して平均の長さが0.5〜5000μmで平均の幅が0.2〜
5μmの範囲にある繊維状に加工したものである。
[Action] The sepiolite fiber used in the present invention is obtained by crushing and cutting natural sepiolite and having an average length of 0.5 to 5000 μm and an average width of 0.2 to
It was processed into a fibrous shape in the range of 5 μm.

このような寸法範囲の海泡石繊維は、天然の海泡石の
機械的強度とほぼ同等の機械的強度を保たせることがで
きる。また、水と共に攪拌する際に水を100%以上含ん
で増粘剤としても作用し、セメントマトリックス中に均
一に混合させ易くなる。海泡石繊維の平均繊維長が5000
μmを越えると増粘剤としての効果が薄れフロキュレー
ションを生じ易くなり混合むらになる。また、平均繊維
長が0.5μm以下になると増粘効果は大きいがセメント
成形物の機械的強度が低下する。
The sepiolite fiber having such a size range can maintain mechanical strength substantially equal to that of natural sepiolite. In addition, when stirring with water, it contains 100% or more of water and also acts as a thickener, which facilitates uniform mixing in the cement matrix. The average fiber length of sepiolite fiber is 5000
If it exceeds μm, the effect as a thickener is weakened, flocculation is liable to occur, and uneven mixing is caused. When the average fiber length is 0.5 μm or less, the effect of thickening is large, but the mechanical strength of the cement molded product decreases.

海泡石繊維の混合割合は単独で用いる場合10〜40重量
%の範囲では機械的強度に対する補強効果が顕著であ
り、ガラス繊維製チョップドストランド及び/又は珪灰
石の粒子と併用する場合4重量%以上で機械的強度に対
する補強効果が顕著である。
When the mixing ratio of sepiolite fiber is used alone, the reinforcing effect on the mechanical strength is remarkable in the range of 10 to 40% by weight, and 4% by weight when used in combination with glass fiber chopped strand and / or wollastonite particles. As described above, the reinforcing effect on the mechanical strength is remarkable.

[実施例1] 海泡石繊維として天然の海泡石を粉砕裁断してロータ
ップ篩粒度分布で平均繊維長が約500μm平均繊維幅が
約1.8μmのグループのものを60部、平均繊維長が約170
0μm、平均繊維幅が約2.6μmのグループのものを40部
含むように調合したものを準備し、セメントとしてポル
トランドセメントを準備する。
[Example 1] Natural sepiolite as pulverulent fiber was pulverized and cut, and 60 parts of a group having an average fiber length of about 500 µm and an average fiber width of about 1.8 µm in a low tap sieve particle size distribution, and an average fiber length of 60 parts. About 170
A mixture prepared so as to contain 40 parts of a group having 0 μm and an average fiber width of about 2.6 μm is prepared, and Portland cement is prepared as cement.

まず、ポルトランドセメント73重量%、海泡石繊維27
重量%を計量し、適量の水を加えて15分程度攪拌する。
海泡石繊維は加えた水を100%以上に吸収して粘性を生
じポルトランドセメント中に均一に混合する。
First, Portland cement 73% by weight, sepiolite fiber 27
Weigh the weight%, add an appropriate amount of water and stir for about 15 minutes.
The sepiolite fibers absorb more than 100% of the added water and become viscous and mix evenly in Portland cement.

次に、これを型に流し込みプレス成形する。プレス成
形は、100kgf/cm2で30秒間加圧し、さらに150kgf/cm2
加圧して60秒間保持する。その後、除圧してプレス成形
物を2日間水養生し、更に、7日間自然養生を行って、
板状の繊維強化セメント成形物を得た。
Next, it is poured into a mold and press-molded. In press molding, pressurization is performed at 100 kgf / cm 2 for 30 seconds, and further pressurized to 150 kgf / cm 2 and held for 60 seconds. Thereafter, the pressure was released and the press-formed product was water-cured for 2 days, followed by natural curing for 7 days.
A plate-like fiber-reinforced cement molding was obtained.

[実施例2] 海泡石繊維として上記実施例1に用いたものと同じ海
泡石繊維を準備し、ガラス繊維製チョップドストランド
として平均繊維径が13.5μmのモノフィラメントを集束
し13mmの長さに裁断したものを準備する。
[Example 2] The same sepiolite fiber as that used in Example 1 was prepared as sepiolite fiber, and a monofilament having an average fiber diameter of 13.5 µm was bundled as a chopped strand made of glass fiber to a length of 13 mm. Prepare the cut pieces.

まず、ポルトランドセメント73重量%、海泡石繊維24
重量%、ガラス繊維製チョップドストランド3重量%を
計量し、これらに適量の水を加えて15分程度攪拌する。
海泡石繊維は加えた水を100%以上に吸収して粘性を生
じ、海泡石繊維やガラス繊維製チョップドストランドは
ポルトランドセメント中に均一に混合する。
First, Portland cement 73% by weight, sepiolite fiber 24
The weight% and the glass fiber chopped strand 3% by weight are weighed, and an appropriate amount of water is added thereto and stirred for about 15 minutes.
The sepiolite fiber absorbs the added water to 100% or more to generate viscosity, and chopped strands made of sepiolite fiber and glass fiber are uniformly mixed in Portland cement.

次に、これを実施例1と同一条件のプラス成形および
養生を経て、板状の繊維強化セメント成形物を得た。
Next, this was subjected to plus molding and curing under the same conditions as in Example 1 to obtain a plate-like fiber-reinforced cement molded product.

[実施例3] 海泡石繊維として上記実施例1に用いたものと同じ調
合した粒子状の海泡石繊維を準備し、ガラス繊維として
実施例2に用いたものと同じガラス繊維を準備し、珪灰
石粒子は天然の珪灰石より選別した400メッシュを通過
しアスペクト比が30〜40の繊維状のものを準備する。
[Example 3] As the sepiolite fiber, the same blended particulate sepiolite fiber as that used in Example 1 above was prepared, and the same glass fiber as that used in Example 2 was prepared as the glass fiber. The wollastonite particles pass through a 400-mesh screen selected from natural wollastonite and prepare fibrous particles with an aspect ratio of 30 to 40.

まず、ポルトランドセメン70重量%、海泡石繊維17重
量%、ガラス繊維製チョップドストランド3重量%、珪
灰石10重量%を計量して混合し、適量の水を加えて15分
程度攪拌する。海泡石繊維は加えた水を100%以上に吸
収し粘性を生じて、海泡石繊維、ガラス繊維製チョップ
ドストランド、および珪灰石はポルトランドセメント中
に均一に混合する。次に、これを実施例1と同一条件の
プラス成形および養生を経て、板状の繊維強化セメント
成形物を得た。
First, 70% by weight of Portland cement, 17% by weight of sepiolite fiber, 3% by weight of glass fiber chopped strand, and 10% by weight of wollastonite are weighed and mixed, and an appropriate amount of water is added and stirred for about 15 minutes. The sepiolite fiber absorbs more than 100% of the added water and produces a viscosity, and the sepiolite fiber, glass fiber chopped strand, and wollastonite are uniformly mixed in the Portland cement. Next, this was subjected to plus molding and curing under the same conditions as in Example 1 to obtain a plate-like fiber-reinforced cement molded product.

[実施例4] 上記実施例1〜3の何れかの仕様、例えば実施例1の
仕様に基づく繊維強化セメント成形板を作成する。この
繊維強化セメント成形板の表面に、珪酸カリ100重量部
に対し珪酸リチュウム40重量部、酸化亜鉛25重量部、酸
化クロム25重量部、シリカ10重量部により構成された無
機塗料をスプレーガンを用いて吹き付け塗装をし、230
〜250℃の温度で2時間焼き付けて硬化させると、無機
塗料の焼付け塗膜が形成される。
Example 4 A fiber-reinforced cement molded plate based on any of the specifications of Examples 1 to 3, for example, the specification of Example 1, is prepared. Using a spray gun on the surface of this fiber-reinforced cement molded plate, an inorganic paint composed of 40 parts by weight of lithium silicate, 25 parts by weight of zinc oxide, 25 parts by weight of chromium oxide, and 10 parts by weight of silica with respect to 100 parts by weight of potassium silicate. Spray painting, 230
When baked and cured at a temperature of ~ 250 ° C for 2 hours, a baked coating of inorganic paint is formed.

この状態のものは繊維強化セメント成形板およびその
塗装膜面にはクラックがなく、又、実験台用天板として
耐熱性・耐薬品性の優れた特性を示した。
In this state, there was no crack on the fiber-reinforced cement molded plate and its coating film surface, and it exhibited excellent properties of heat resistance and chemical resistance as a top plate for a laboratory bench.

尚、上記の無機塗料には必要により適宜に無機顔料を
添加することにより所望の焼付け塗膜の色にすることが
でき、また、硬化金属を添加することによりある程度の
焼付け塗膜表面の硬度を調節することもできる。
In addition, it is possible to obtain a desired color of the baked coating film by appropriately adding an inorganic pigment to the above-mentioned inorganic paint as needed, and to add a hardened metal to a certain degree of hardness of the baked coating film surface. It can also be adjusted.

[比較例1] ポルトランドセメント73重量%、天然の海泡石27重量
%を混合し、適量の水を加えて15分程度攪拌する。次
に、これを取り出し、実施例1と同一条件のプレス成形
および養生を経て、板状の海泡石セメント成形品を得
た。
Comparative Example 1 73% by weight of Portland cement and 27% by weight of natural sepiolite are mixed, an appropriate amount of water is added, and the mixture is stirred for about 15 minutes. Next, this was taken out and subjected to press molding and curing under the same conditions as in Example 1 to obtain a plate-shaped sepiolite cement molded product.

実施例1〜3と比較例1の曲げ強度およびシャルピー
衝撃値を第1表に示す。
Table 1 shows the bending strength and the Charpy impact value of Examples 1 to 3 and Comparative Example 1.

第1表より、常温での曲げ強度は、比較例1の天然の
海泡石を混入した海泡石セメント成形物が90kgf/cm2
あるのに対し、実施例1〜3の成形物はいづれも255kgf
/cm2以上の値に高強度化していることが解る。また、シ
ャルピー衝撃値は比較例1の海泡石セメント成形物が0.
8kgf−cm/cm2であるのに対し、実施例1の成形物は1.8k
gf−cm/cm2に改善され、この実施例1の成形物に較べ、
粒子状の海泡石繊維およびガラス繊維を混合した実施例
2の成形物が、3.3kgf−cm/cm2に向上し、粒子状の海泡
石繊維、ガラス繊維および珪灰石粒子を混合した実施例
3の成形物が、3.0kgf−cm/cm2に向上していることが解
る。
From Table 1, the bending strength at room temperature is 90 kgf / cm 2 for the sepiolite cement molded product mixed with the natural sepiolite of Comparative Example 1, whereas the molded products of Examples 1 to 3 are Both are 255kgf
It can be seen that the strength has been increased to a value of / cm 2 or more. The Charpy impact value of the sepiolite cement molded product of Comparative Example 1 was 0.1.
8 kgf-cm / cm 2 , whereas the molded article of Example 1
gf-cm / cm 2 , compared to the molded article of Example 1,
The molded product of Example 2 in which particulate sepiolite fiber and glass fiber were mixed was improved to 3.3 kgf-cm / cm 2 , and the mixture in which particulate sepiolite fiber, glass fiber and wollastonite particles were mixed. It can be seen that the molded product of Example 3 has been improved to 3.0 kgf-cm / cm 2 .

また、実施例1〜3の繊維強化セメント成形物の曲げ
強度における熱劣化促進試験の結果は、第1図より、比
較例1のそれに較べそれぞれ約2.7倍以上に向上し、200
℃×3時間処理後、300℃×3時間処理後、および500℃
×3時間処理後の曲げ強度において、比較例1に較べそ
れぞれ約150kgf/cm2に改善していることが解る。
Further, the results of the accelerated thermal degradation test on the bending strength of the fiber-reinforced cement molded products of Examples 1 to 3 were improved by about 2.7 times or more respectively from those of Comparative Example 1 from FIG.
℃ × 3 hours, 300 ℃ × 3 hours, and 500 ℃
It can be seen that the bending strength after the treatment for 3 hours has been improved to about 150 kgf / cm 2 as compared with Comparative Example 1.

また、ガラス繊維を混入した実施例2,3の繊維強化セ
メント成形物の曲げ強度が200℃×3時間処理後、300℃
×3時間処理後、500℃×3時間処理後の熱劣化促進試
験において、ガラス繊維を混入しない実施例1のそれに
較べ改善されていることが解る。
The bending strength of the fiber-reinforced cement molded products of Examples 2 and 3 in which glass fibers were mixed was 200 ° C. × 3 hours, and then 300 ° C.
In the heat deterioration promotion test after the treatment at 500 ° C. for 3 hours after the treatment for 3 hours, it is understood that the improvement was made as compared with that of Example 1 in which the glass fiber was not mixed.

また、珪灰石粒子を混合した実施例3の繊維強化セメ
ント成形物の曲げ強度が200℃×3時間処理後、300℃×
3時間処理後、500℃×3時間処理後の熱劣化促進試験
において、珪灰石粒子を混入しない実施例1,2のそれに
較べ改善されていることが解る。
Further, the bending strength of the fiber-reinforced cement molded product of Example 3 in which wollastonite particles were mixed was 200 ° C. × 3 hours, and then 300 ° C. ×
In the heat deterioration promotion test after the treatment for 3 hours and after the treatment at 500 ° C. for 3 hours, it can be seen that the results are improved as compared with those of Examples 1 and 2 in which wollastonite particles are not mixed.

[発明の効果] 天然の海泡石を粉砕裁断加工して、平均の長さが0.5
〜5000μmで径が0.2〜5μmの粒子状海泡石繊維にし
てセメントのフィラー材として用いる場合に、増粘剤と
しても作用し均一混合作業が容易になり、10〜67重量部
を含有させると、繊維強化セメント成形物に対する補強
効果が著しくあらわれて曲げ強度およびシャルピー衝撃
値が著しく向上する効果がある。
[Effect of the Invention] A natural sepiolite is pulverized and cut to have an average length of 0.5.
When used as a cement filler material in the form of particulate sepiolite fibers of up to 5000 μm and a diameter of 0.2 to 5 μm, it also acts as a thickener, facilitates uniform mixing, and contains 10 to 67 parts by weight. In addition, the reinforcing effect on the fiber-reinforced cement molding is remarkably exhibited, and the bending strength and the Charpy impact value are remarkably improved.

また、さらに繊維長5〜50mmで繊維径9〜18μmのガ
ラス繊維を1〜12重量部を混合させると、繊維強化セメ
ント成形物のシャルピー衝撃値が一層向上する効果があ
る。
Further, when 1 to 12 parts by weight of glass fiber having a fiber length of 5 to 50 mm and a fiber diameter of 9 to 18 μm is mixed, the Charpy impact value of the fiber-reinforced cement molded product is further improved.

また、さらに珪灰石粒子を5〜25重量部を混合させる
と、繊維強化セメント成形物の曲げ強度の温度特性が向
上する効果がある。
Further, when 5-25 parts by weight of wollastonite particles are further mixed, there is an effect that the temperature characteristics of the bending strength of the fiber-reinforced cement molded product are improved.

繊維強化セメント成形物の表面に無機ガラス質の焼付
け塗膜を形成することにより、表面が化粧され、耐熱性
に優れ耐薬品性に優れた無機質化粧セメント成形品を得
ることができる。
By forming an inorganic vitreous baked coating film on the surface of the fiber-reinforced cement molded product, the surface can be decorated, and an inorganic cosmetic cement molded product having excellent heat resistance and excellent chemical resistance can be obtained.

このように、繊維強化セメント成形品は機械的強度お
よび耐熱強度に優れるので、建材として有用であり特に
耐熱性か要求されるところに有用なものである。また、
無機質化粧セメント成形品は機械的強度および耐熱強度
に優れる繊維強化セメント成形品の表面に無機塗料の焼
き付け塗膜を形成したものであるから、機械的強度およ
び耐熱強度に優れ、而も耐薬品性であり不燃性でもある
ので、建材として有用である事は勿論のこと実験台用の
天板として有用なものである。
As described above, the fiber-reinforced cement molded article is excellent in mechanical strength and heat resistance, so that it is useful as a building material, and particularly useful where heat resistance is required. Also,
Inorganic cosmetic cement moldings are made of fiber-reinforced cement moldings with excellent mechanical strength and heat resistance with a baking coating of inorganic paint formed on the surface, so they have excellent mechanical strength and heat resistance, and also have chemical resistance Because it is non-flammable, it is useful not only as a building material but also as a top plate for a laboratory bench.

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

第1図は200℃×3時間処理、300℃×3時間処理、およ
び500℃×3時間処理による熱劣化促進試験後の曲げ強
度特性図を示す。第2図は無機質化粧セメント成形品の
斜視図を示す。 1……繊維強化セメント成形板、2……焼き付け塗膜、
3……無機質化粧セメント成形品。
FIG. 1 shows a bending strength characteristic diagram after a heat deterioration promotion test by treatment at 200 ° C. × 3 hours, treatment at 300 ° C. × 3 hours, and treatment at 500 ° C. × 3 hours. FIG. 2 shows a perspective view of an inorganic cosmetic cement molded product. 1 ... fiber-reinforced cement molded plate, 2 ... baking coating film,
3 ... Inorganic cosmetic cement molded product.

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 C04B 14:38) 111:12 Continuation of the front page (51) Int.Cl. 6 Identification number Agency reference number FI Technical display location C04B 14:38) 111: 12

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】繊維強化セメント成形品において、水硬性
セメント90〜60重量%と天然の海泡石を平均の長さが0.
5〜5000μmで平均の幅が0.2〜5μmに加工した海泡石
繊維10〜40重量%とを混合したことを特徴とする繊維強
化セメント成形品。
(1) In a fiber-reinforced cement molded product, 90-60% by weight of hydraulic cement and natural sepiolite have an average length of 0.5%.
A fiber-reinforced cement molded product, which is mixed with 10 to 40% by weight of sepiolite fiber processed to 5 to 5000 µm and having an average width of 0.2 to 5 µm.
【請求項2】繊維強化セメント成形品において、水硬性
セメント90〜60重量%と天然の海泡石を平均の長さが0.
5〜5000μmで平均の幅が0.2〜5μmに加工した海泡石
繊維9〜30重量%と平均長が5〜50mmのガラス繊維製チ
ョップドストナンド1〜10重量%とを混合したことを特
徴とする繊維強化セメント成形品。
2. A fiber-reinforced cement molded product comprising 90-60% by weight of hydraulic cement and natural sepiolite having an average length of 0.5%.
A mixture of 9 to 30% by weight of sepiolite fiber processed to 5 to 5000 μm and having an average width of 0.2 to 5 μm and 1 to 10% by weight of glass fiber chopped stunand having an average length of 5 to 50 mm. Fiber reinforced cement moldings.
【請求項3】繊維強化セメント成形品において、水硬性
セメント90〜60重量%と天然の海泡石を平均の長さが0.
5〜5000μmで平均の幅が0.2〜5μmに加工した海泡石
繊維5〜20重量%と珪灰石5〜20重量%とを混合したこ
とを特徴とする繊維強化セメント成形品。
3. A fiber-reinforced cement molded article comprising 90-60% by weight of hydraulic cement and natural sepiolite having an average length of 0.5%.
A fiber-reinforced cement molded product comprising 5 to 20% by weight of sepiolite fiber and 5 to 20% by weight of wollastonite processed to 5 to 5000 m and having an average width of 0.2 to 5 m.
【請求項4】繊維強化セメント成形品において、水硬性
セメント90〜60重量%と天然の海泡石を平均の長さが0.
5〜5000μmで平均の幅が0.2〜5μmに加工した海泡石
繊維4〜10重量%と平均長が5〜50mmのガラス繊維製チ
ョップドストナンド1〜10重量%と珪灰石5〜20重量%
とを混合したことを特徴とする繊維強化セメント成形
品。
4. A fiber-reinforced cement molded article comprising 90-60% by weight of hydraulic cement and natural sepiolite having an average length of 0.5%.
4 to 10% by weight of sepiolite fiber processed to 5 to 5000 μm and average width of 0.2 to 5 μm, 1 to 10% by weight of glass fiber chopped stonenoid having an average length of 5 to 50 mm, and 5 to 20% by weight of wollastonite
A fiber-reinforced cement molded product characterized by mixing:
【請求項5】特許請求の範囲の請求項(1)〜(4)の
いずれかに記載の繊維強化セメント成形品の表面に無機
塗料の焼付け塗膜を形成したことを特徴とする無機質化
粧セメント成形品。
5. An inorganic decorative cement, characterized in that a baked coating film of an inorganic paint is formed on the surface of the fiber-reinforced cement molded product according to any one of claims (1) to (4). Molding.
JP1836489A 1989-01-28 1989-01-28 Fiber-reinforced cement molded article and inorganic cosmetic cement molded article using the molded article Expired - Lifetime JP2696242B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1836489A JP2696242B2 (en) 1989-01-28 1989-01-28 Fiber-reinforced cement molded article and inorganic cosmetic cement molded article using the molded article

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1836489A JP2696242B2 (en) 1989-01-28 1989-01-28 Fiber-reinforced cement molded article and inorganic cosmetic cement molded article using the molded article

Publications (2)

Publication Number Publication Date
JPH02199044A JPH02199044A (en) 1990-08-07
JP2696242B2 true JP2696242B2 (en) 1998-01-14

Family

ID=11969644

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1836489A Expired - Lifetime JP2696242B2 (en) 1989-01-28 1989-01-28 Fiber-reinforced cement molded article and inorganic cosmetic cement molded article using the molded article

Country Status (1)

Country Link
JP (1) JP2696242B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112521065A (en) * 2020-12-21 2021-03-19 四川腾翔建材有限公司 CF50 concrete and preparation process thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112521065A (en) * 2020-12-21 2021-03-19 四川腾翔建材有限公司 CF50 concrete and preparation process thereof

Also Published As

Publication number Publication date
JPH02199044A (en) 1990-08-07

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