JPS60221356A - Manufacture of inorganic hardened body - Google Patents

Manufacture of inorganic hardened body

Info

Publication number
JPS60221356A
JPS60221356A JP7438484A JP7438484A JPS60221356A JP S60221356 A JPS60221356 A JP S60221356A JP 7438484 A JP7438484 A JP 7438484A JP 7438484 A JP7438484 A JP 7438484A JP S60221356 A JPS60221356 A JP S60221356A
Authority
JP
Japan
Prior art keywords
component
parts
weight
silica
cured product
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
JP7438484A
Other languages
Japanese (ja)
Inventor
和夫 瀬戸
保 赤阪
康志 沢田
滝華 裕之
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.)
Panasonic Electric Works Co Ltd
Original Assignee
Matsushita Electric Works 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 Matsushita Electric Works Ltd filed Critical Matsushita Electric Works Ltd
Priority to JP7438484A priority Critical patent/JPS60221356A/en
Publication of JPS60221356A publication Critical patent/JPS60221356A/en
Pending legal-status Critical Current

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  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (技術分野) この発明は無機質建築用材料に用いられる無機質硬化体
の製法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Technical Field) The present invention relates to a method for producing an inorganic cured body used for inorganic building materials.

セメント(例えばポルトランドセメント等)とフィラー
(骨材等)とを配合し、減水剤等を利用して、低混水比
で成型し、製造する高強度コンクリートが提案されてい
るが、これは密度が高くなるのみで、比強度(嵩密度と
強度の関係)は大きくならない。また、上述のような方
法は注型方式で行なわれ、セメント二次製品のような工
場生産に適していない。
High-strength concrete has been proposed by mixing cement (for example, Portland cement, etc.) and filler (aggregate, etc.) and molding it at a low water mixing ratio using a water reducing agent. only increases, but the specific strength (the relationship between bulk density and strength) does not increase. Further, the above-mentioned method is performed by a casting method, and is not suitable for factory production such as secondary cement products.

(発明の目的) 本発明は上記の欠点を改善するために提案されたもので
、粒径が100μm以下、好iしくは50μm以下の8
10□成分とOaO成分とを混合し、低混水比で押出し
あるいはプレス方法で成型し、養生、乾燥させることに
よシ、従来のセメント、骨材及びフィラー等よりなる製
品に比べて、比強度の高い無機質硬化体を提供すること
を目的とするものである。
(Objective of the Invention) The present invention was proposed to improve the above-mentioned drawbacks.
By mixing the 10□ component and the OaO component, molding by extrusion or pressing at a low water mixing ratio, curing and drying, the product has a relatively high The purpose is to provide an inorganic cured product with high strength.

(発明の開示) この発明の方法は無機質バインダーを低混水比の本2で
混合し、押出1.やプレス方法で劇トー、養生、硬化さ
せることを特徴とする。
(Disclosure of the Invention) The method of the present invention involves mixing an inorganic binder with a low water mixing ratio in 1. It is characterized by hardening, curing, and hardening using a pressing method.

この発明で使用する無機質バインダーは、ケイ素鋼の製
練時等に発生するシリコンダストやケイソウ土など、ポ
ゾラン反応を有するシリカ成分とCaO成分であシ、そ
の混合比率はシリカ成分(S102成分)100]i量
部に対して、CaO成分を20〜100重量部とする。
The inorganic binder used in this invention is composed of a silica component having a pozzolanic reaction, such as silicon dust or diatomaceous earth generated during the smelting of silicon steel, and a CaO component, and the mixing ratio is 100% of the silica component (S102 component). ] The amount of CaO component is 20 to 100 parts by weight based on i part.

(CaO成分は消石灰、生石灰いずれでもよい) また、OaOの粒径を100μm以下、好ましくは50
Pm以下とする。混合割合はS102成分100重量部
に対し、CaO成分が2ON量部以下では、水硬性成分
が少なくなシ比強度がえられない。また、CaO成分が
100重量部以上ではCaO成分が多く残り、硬化体物
性に悪影響を及はす。また、粒径が100μmよシ大き
いものが存在すると、そのまゎ勺に大きな空隙をできや
すく、その為硬化体強度の低下をまねく。
(The CaO component may be either slaked lime or quicklime.) In addition, the particle size of OaO is 100 μm or less, preferably 50 μm or less.
Pm or less. If the mixing ratio is less than 2 parts by weight of the CaO component per 100 parts by weight of the S102 component, the specific strength due to the small amount of hydraulic components cannot be obtained. Further, if the CaO component is 100 parts by weight or more, a large amount of the CaO component remains, which adversely affects the physical properties of the cured product. Further, if particles with a particle size larger than 100 μm are present, large voids are likely to be formed in the grain, which leads to a decrease in the strength of the cured product.

混水比は固型分に対し、水が30重量部以下、好ましく
は10〜25重量部がよい。30重量部以上になると、
残った水分が硬化体中に空隙を形成したシ、成型時の妨
げになる。混合は充分混合されればよい。
The mixing ratio of water to solid content is 30 parts by weight or less, preferably 10 to 25 parts by weight. If it exceeds 30 parts by weight,
The remaining moisture forms voids in the cured product, which hinders molding. The mixture may be sufficiently mixed.

成型は押出し、プレス法などで行う。また養生は50°
C以上、好ましくは60°C以上で3日以上行なう。
Molding is done by extrusion, pressing, etc. Also, curing is 50°
C or higher, preferably 60 C or higher for 3 days or more.

常温では、ポゾラン反応に時間がかかシすぎるため、1
00℃以下の蒸気養生が好ましい。乾燥は自由水が飛ぶ
程度がよい。次に実施例について説明する。
At room temperature, the pozzolan reaction takes too long, so
Steam curing at temperatures below 00°C is preferred. Drying is best when free water evaporates. Next, an example will be described.

シリカ成分及びCaO成分の混合割合及び混水比は第1
表のとおシである。混合については粉体相互をコーヒミ
ルで1分間混合する。次に所だの量の水を添加し、5分
間混合し、金型を用い、成型圧150〜200 Kp/
、2で大きさ20 wb x 150 wrb、厚さ1
011のサンプルを作成し、60°Cで1週間養生した
後、60°Cで24時間乾燥する。
The mixing ratio of the silica component and CaO component and the mixing ratio of water are
This is the front page. For mixing, the powders are mixed in a coffee mill for 1 minute. Next, add the appropriate amount of water, mix for 5 minutes, and use a mold at a molding pressure of 150-200 Kp/
, 2, size 20 wb x 150 wrb, thickness 1
A sample of 011 was prepared, cured at 60°C for one week, and then dried at 60°C for 24 hours.

このようにして見られたサンプルをオートグラフ(高滓
製)を用い、スパン10crnヘツドスピード0.51
分で行い、曲げ強度を測定した。なお比重をも測定した
結果は第2表に示すとおシであ−゛、。
Using an autograph (manufactured by Takashi), the sample observed in this way was measured with a span of 10 crn and a head speed of 0.51.
The bending strength was measured. The specific gravity was also measured and the results are shown in Table 2.

第 2 表 なお曲げ強度と密度との関係を図示すれば第1図のとお
シである。図中比較例はポルトランドセメント及びシリ
カ系骨材と混合し、温水比0.20〜0.30で作った
もののデータである。
Table 2 The relationship between bending strength and density is shown in Figure 1. The comparative example in the figure is the data of a mixture made with Portland cement and silica aggregate at a hot water ratio of 0.20 to 0.30.

次に他の実施例について説明する。Next, other embodiments will be described.

この実施例では、ポゾラン反応を有するシリカ成分、C
aO成分に加えてケイ砂、炭酸カルシウムなどのフィラ
ーを添加して、さらに比強度の向上を目的とするもので
ある。添加するフィラーとしては、シリカ成分及びCa
O成分よシなる固型分100重量部に対して、10〜5
0重量部で、粒径は100μm以下好ましくは50μm
 のケイ砂あるいは炭酸カルシウムを添加する。
In this example, a silica component with a pozzolanic reaction, C
In addition to the aO component, fillers such as silica sand and calcium carbonate are added to further improve the specific strength. The fillers to be added include silica components and Ca
10 to 5 parts per 100 parts by weight of solids including O component
0 parts by weight, particle size is 100 μm or less, preferably 50 μm
Add silica sand or calcium carbonate.

添加量が10重量部以下では効果がなく、50重量部以
上では物性の向上は認められず、場合によっては低下を
招く。また、粒径が100μ以上のものが多く存在する
と、その周囲に大きな空隙ができやすく、硬化体の強度
低下を招く。
If the amount added is less than 10 parts by weight, there is no effect, and if it is more than 50 parts by weight, no improvement in physical properties is observed, and in some cases, a decrease in physical properties is caused. Moreover, if there are many particles with a particle size of 100 μm or more, large voids are likely to be formed around them, leading to a decrease in the strength of the cured product.

この反応性のないフィラーを添加することによって、次
の効果をもたらす。シリカ成分及びCaO成分の配合だ
けでは、硬化体の乾燥、吸水の経時変化にともなって、
微細なりラックを発生する。
Addition of this non-reactive filler brings about the following effects. If only the silica component and CaO component are combined, the cured product will dry out and absorb water, causing changes over time.
A fine rack is generated.

フィラーを加えると、それを防ぐ効果がある。々お、以
上の系に繊維の添加も可能である。
Adding filler has the effect of preventing this. Furthermore, it is also possible to add fiber to the above system.

第3表は混合割合を示す。第4表はその特性を示す。Table 3 shows the mixing proportions. Table 4 shows its properties.

密度と曲げ強度との関係を図示すれば第2図のとおシで
ある。第2図において、比較例はポルトランドセメント
+骨材クイ2−系(シリカ系フィラー、ケイ砂)に対し
混水比0.20〜0.30で作ったものの特性を示す。
The relationship between density and bending strength is illustrated in Figure 2. In FIG. 2, the comparative example shows the characteristics of a composite made of Portland cement + aggregate Kui 2-system (silica filler, silica sand) with a water mixing ratio of 0.20 to 0.30.

(発明の効果) 斜上のように本発明によれば、比強度の高い無機硬化体
を容易に製造しうる効果を有する。
(Effects of the Invention) As mentioned above, according to the present invention, an inorganic cured body with high specific strength can be easily manufactured.

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

第1図及び第2図は夫々本発明によって製造された無機
硬化体の特性を示す。 特許11人 松下電工株式会社 第1図 1.0 1.5 2.0 カシ尤、l (g/cm3) 第2図 加烹&((If/Cm3)
FIG. 1 and FIG. 2 each show the characteristics of the inorganic cured product produced according to the present invention. 11 patents Matsushita Electric Works Co., Ltd. Fig. 1 1.0 1.5 2.0 Kashiyaku, l (g/cm3) Fig. 2 Heat & ((If/Cm3)

Claims (2)

【特許請求の範囲】[Claims] (1)ポゾラン反応を有するシリカ成分100重量部に
対して、OaO成分として、20〜100重量部添加し
、水を固型分全体に対して30重量部以下添加して、混
合、成型、養生、乾燥することを特徴とする無機硬化体
の製法。
(1) 20 to 100 parts by weight of the OaO component is added to 100 parts by weight of the silica component having a pozzolanic reaction, and 30 parts by weight or less of water is added to the entire solid content, followed by mixing, molding, and curing. , a method for producing an inorganic cured product characterized by drying.
(2)シリカ成分及びOaO成分よシなる固型分100
重量部に対して、10〜50重量部の粒径が100μm
以下、好ましくは50μm以下のケイ砂、炭酸カルシウ
ムなどのフィラーを添加して混合、成型、養生、乾燥す
ることを特徴とする特許請求の範囲第1項記載の無機硬
化体の製法。
(2) Solid content including silica component and OaO component 100
Particle size of 10 to 50 parts by weight is 100 μm
The method for producing an inorganic cured product according to claim 1, wherein a filler such as silica sand or calcium carbonate preferably having a diameter of 50 μm or less is added, mixed, molded, cured, and dried.
JP7438484A 1984-04-13 1984-04-13 Manufacture of inorganic hardened body Pending JPS60221356A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7438484A JPS60221356A (en) 1984-04-13 1984-04-13 Manufacture of inorganic hardened body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7438484A JPS60221356A (en) 1984-04-13 1984-04-13 Manufacture of inorganic hardened body

Publications (1)

Publication Number Publication Date
JPS60221356A true JPS60221356A (en) 1985-11-06

Family

ID=13545616

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7438484A Pending JPS60221356A (en) 1984-04-13 1984-04-13 Manufacture of inorganic hardened body

Country Status (1)

Country Link
JP (1) JPS60221356A (en)

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