JPS6144749A - Manufacture of inorganic hardened body - Google Patents
Manufacture of inorganic hardened bodyInfo
- Publication number
- JPS6144749A JPS6144749A JP16754684A JP16754684A JPS6144749A JP S6144749 A JPS6144749 A JP S6144749A JP 16754684 A JP16754684 A JP 16754684A JP 16754684 A JP16754684 A JP 16754684A JP S6144749 A JPS6144749 A JP S6144749A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- filler
- weight
- particle size
- amount
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- 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) 本発明は無機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.
(背景技術)
セメント、コンクリートの高強度化をはかるため、混水
比を下けると共に、減水剤等を添加することにより、流
動性をもたせてコンクリートを打込むことは、現在盛ん
に行われている。(Background technology) In order to increase the strength of cement and concrete, it is currently common practice to lower the water mixing ratio and add fluidity to concrete by adding water reducers, etc. There is.
しかしながら、低混水比で成形する、いわゆる乾式1法
を考えた場合は、減水剤の使用が制限される。そのため
プレス成型やロール押出し成型等では、使用するセメン
ト粒子の形状あるいは大きさから、充分充填度があがら
ず、従って高粒度化がはかれない実情である。この乾式
1法は、工業2次製品の生産性あるいは生産効率上から
は極めて重要である。However, when considering the so-called dry type 1 method in which molding is performed at a low water mixing ratio, the use of water reducing agents is limited. Therefore, in press molding, roll extrusion molding, etc., the degree of filling cannot be sufficiently increased due to the shape or size of the cement particles used, and therefore, it is not possible to increase the particle size. This dry method 1 is extremely important from the viewpoint of productivity or production efficiency of industrial secondary products.
また一方、セメントの粒度分布を考慮して、粒度分布が
重ならないようにし、それに合成樹脂を添加し、粘性を
もたせて、押出し等により高強度をうる方法も提案され
ているが、夾際にはセメントの粒度分布が重ならないよ
うに処理するのは困難であシ、かつ分級についても手数
がかかると考えられる。また合成樹脂の添加で、粘性を
もたせて押出丁ことに、cり、高強度をうる方法につい
ても、可成の合成樹脂量の添加が行われている例が多く
、この結果、無機物の不燃性を損いかねない。On the other hand, a method has also been proposed in which the particle size distribution of cement is taken into account, so that the particle size distributions do not overlap, and a synthetic resin is added to the cement to give it viscosity and high strength is obtained by extrusion, etc. It is difficult to process the cement so that the particle size distributions do not overlap, and it is considered that it takes a lot of effort to classify the cement. In addition, as for the method of adding viscosity to extruded sheets to make them hard and strong, there are many cases in which a certain amount of synthetic resin is added, and as a result, nonflammable inorganic materials It can damage your sexuality.
(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
、無機硬化体の製法において、乾式1法(ロール押出方
式あるいは自走押出方式。(Object of the Invention) The present invention was proposed to improve the above-mentioned drawbacks, and includes a dry method 1 (roll extrusion method or self-propelled extrusion method) in the production of an inorganic cured product.
プレス方式など)で、高強度の硬化体をうろことを目的
とするものである。The purpose is to scale a high-strength cured product using a press method, etc.).
(発明の開示)
本発明は無機硬化体の製法において、乾式1法を用いる
際、充填度(無機硬化体の空隙を少−くする)を上げる
ことと、セメント硬化時の発熱や収縮に伴う応力の発生
による微細なりラックによる強度の低下を防止すること
及び水分乾燥に伴うクラックの発生防止を行い、高強度
化@を達成する技術に関するものである。(Disclosure of the Invention) The present invention aims to increase the degree of filling (reducing voids in the inorganic hardened material) when using the dry method 1 in the production method of an inorganic hardened material, and to reduce heat generation and shrinkage during cement hardening. The present invention relates to a technology that achieves high strength by preventing a decrease in strength due to fine cracks caused by stress and by preventing the occurrence of cracks due to moisture drying.
次に詳細に説明する。This will be explained in detail next.
セメント材料としては、普通ポルトランドセメント、高
炉スラグなどの水硬性物質を使用する。As the cement material, a hydraulic substance such as ordinary Portland cement or blast furnace slag is used.
フィラーは珪砂、 cacosなどの一般に使用される
もので工く、微細フィラーは粒径10μm以下のものが
よく、さらに好ましくは反応性フィラーがよい。例えば
けいそう土、ミクロシリカなど。また微粒セメントは粒
径10μm以下のものが工く、反応性は、始発時間が、
1時間以上のものがよい。The filler is a commonly used filler such as silica sand or cacos, and the fine filler preferably has a particle size of 10 μm or less, and more preferably a reactive filler. For example, diatomaceous earth, microsilica, etc. In addition, fine grain cement is made with a particle size of 10 μm or less, and the reactivity is determined by the starting time and
One hour or more is better.
ポルトランドセメント、スラグは通常3000 d/7
くらいのブレーン値をもち、平均粒径20μm前後、1
00μm位からlpm位の広い分布を有するものを用い
る。粒径がこのようなものでは、セメントの粒子間に大
きな空@が残る。この空隙を埋めるため粒径が10μm
以下の微粒セメントあるいは微粒フィラーで充填する。Portland cement, slag is usually 3000 d/7
It has a Blaine value of about 20 μm, an average particle size of about 20 μm,
A material having a wide distribution from about 00 μm to about lpm is used. With such a particle size, large voids remain between the cement particles. In order to fill this void, the particle size is 10 μm.
Fill with the following fine cement or fine filler.
用いられる微粒のセメントあるいはフィラーの量は、全
体の5重量%以上、荀重量%以下がよい。使用量が5f
l量チ以下では大きな空隙が残り、逆に40重量%以上
では微粒子が増えすぎて、空隙が残る。The amount of fine cement or filler used is preferably 5% by weight or more and 5% by weight or less of the total weight. Usage amount is 5f
If the amount is less than 1, large voids will remain, whereas if it is more than 40% by weight, the amount of fine particles will increase too much and voids will remain.
又粒径は10μm以上では空隙を埋めきれない。Moreover, if the particle size is 10 μm or more, the voids cannot be filled.
好ましくは5μm以下の方がよい。Preferably, the thickness is 5 μm or less.
セメントは硬化時に発熱や収縮を伴い、応力を発生する
。高度に充填された成型体を養生する際、全体のセメン
トが同時に反応すると、プレス等で圧力をかけ、硬化時
まで、その状態に゛ 保持しないかき゛す、微細な
りラックが入り、そのため強度低下を招くものである。When cement hardens, it generates heat and shrinks, generating stress. When curing a highly filled molded body, if all of the cement reacts at the same time, the cement will not remain in that state until it hardens when pressure is applied with a press, etc., and fine racks will form, resulting in a decrease in strength. It is an invitation.
従って反応性の異なるセメントを組合せることにニジ、
上記の現象を防ぐものである。Therefore, it is important to combine cements with different reactivities.
This prevents the above phenomenon.
この場合、反応性の速いセメントと反応性の遅いセメン
トとの配合割合は、重量比で反応性の速いセメント
5010
が好ましい。この場合、反応性の速いセメントが団重量
%↓9多くなると、クラック発生の危険性があシ、10
重量−以下では反応性がおそく、充分な強度発現に長時
間を要するものである。In this case, the mixing ratio of fast-reacting cement and slow-reacting cement is as follows:
5010 is preferred. In this case, if the aggregate weight of highly reactive cement increases by ↓9, there is a risk of cracking.
If the weight is less than 1,000 yen, the reactivity is slow and it takes a long time to develop sufficient strength.
高度に充填されfcoJ!化体では乾燥に伴う応力発生
が大きく、セメントのみでは、応力の分散が困難で、ク
ラックが発生する。従って一部フイラーを添加する。フ
ィラーの添加量としては、15重量−以上、501量−
以下が好ましい。Highly filled fcoJ! In cement, a large amount of stress is generated due to drying, and with cement alone, it is difficult to disperse stress and cracks occur. Therefore, some filler is added. The amount of filler added is 15% by weight or more, 501% by weight.
The following are preferred.
15重量%以下ではクラックが入ることを防ぎきれず、
又50M量チ以上では強度の低下を招くものである。If it is less than 15% by weight, cracks cannot be prevented,
Moreover, if the amount exceeds 50M, the strength will decrease.
混水比は特に規制しないが、低い方が高密度。There are no particular restrictions on the water mixing ratio, but the lower the water ratio, the higher the density.
高強度となる。水の量は固型分に対して加重量%以下が
好ましい。High strength. The amount of water is preferably % or less by weight based on the solid content.
成型はプレス、ロール押出し等で行う。Molding is performed using a press, roll extrusion, etc.
養生、乾燥は特に規制しない。There are no particular restrictions on curing or drying.
次に実施例及び比較例について述べる。Next, examples and comparative examples will be described.
(実施例)
実施例1〜5及び比較例1〜6において、セメントとし
て普通ポルトランドセメント(ブレーン値3100 )
、高炉スラグ(ブレーン値3200 ) 。(Example) In Examples 1 to 5 and Comparative Examples 1 to 6, ordinary Portland cement (Blaine value 3100) was used as the cement.
, blast furnace slag (Blaine value 3200).
アローフィックスDU(粒径10μm以下、ブレーン値
8820 )及びフィラーとしてミクロシリカ(平均粒
径0.1μm)、8号珪砂(平均粒径(資)〜8μm)
のものを重量%で第1表のように配合し、ミキサーで混
合し、プレス圧力200Kg/dで成型し、前置6時間
、0℃で100時間養生し、ついで0℃で24時間乾燥
して製品化した。Arrowfix DU (particle size 10 μm or less, Blaine value 8820), micro silica as filler (average particle size 0.1 μm), No. 8 silica sand (average particle size (capital) ~8 μm)
The ingredients were blended in weight percent as shown in Table 1, mixed in a mixer, molded at a press pressure of 200 kg/d, preheated for 6 hours, cured at 0°C for 100 hours, and then dried at 0°C for 24 hours. It was commercialized.
ついで、この製品について嵩密度及び曲げ強度の測定を
行った。曲は強度は高滓製オートグラフを用い、スパン
10cIn、ヘードスピード0.5 trw’分で行っ
た。この結果を第2表に示す。Next, the bulk density and bending strength of this product were measured. The music was played using an autograph made by Takasugi, with a span of 10 cIn and head speed of 0.5 trw' minutes. The results are shown in Table 2.
第2表
以上の試験結果工9見て、本発明方法による製品は、特
に曲げ強度において従来品よりすぐれていることが認め
られる。Looking at the test results shown in Table 2 and above, it is recognized that the products produced by the method of the present invention are superior to conventional products, especially in terms of bending strength.
(発明の効果)
本発明は紙上のようにセメントの一部に粒径10μm以
下の微粒セメントを用い、かつ反応性の遅いセメントと
反応性の速いセメントとを併せ用い、この場合、両者の
比を重量比でとし、これにフィラーを臨加し、フィラー
の添加量は15重量%〜50重量%の範囲とし、フィラ
ーの一部を粒径10μm以下の微細フィラーを用い、そ
の量は全体の5重量%〜40重量%とする配合を、低混
水比で製造することにL5、高強度な無機硬化体かえら
れる効果を有するものである。(Effect of the invention) As described in the paper, the present invention uses fine grain cement with a particle size of 10 μm or less as a part of the cement, and also uses a slow-reactive cement and a fast-reactive cement, and in this case, the ratio of the two is and filler is added to this, the amount of filler added is in the range of 15% to 50% by weight, part of the filler is fine filler with a particle size of 10 μm or less, and the amount is equal to the total amount. L5 has the effect of producing a high-strength inorganic cured product by producing a blend of 5% to 40% by weight at a low water mixing ratio.
Claims (1)
い、かつ反応性の遅いセメントと反応性の速いセメント
とを併せ用い、この場合、両者の比を重量比で 反応性の遅いセメント/反応性の速いセメント=50/
50〜90/10とし、これにフィラーを添加し、フィ
ラーの添加量は15重量%〜50重量%の範囲とし、フ
ィラーの一部を粒径10μm以下の微細フィラーを用い
、その量は全体の5重量%〜40重量%とする配合を、
低混水比で製造することを特徴とする無機硬化体の製法
。[Claims] Fine grain cement with a particle size of 10 μm or less is used as a part of the cement, and a slow-reactive cement and a fast-reactive cement are used together, and in this case, the ratio of the two is determined by the reactivity by weight. slow cement/fast reactivity cement = 50/
50 to 90/10, and filler is added to this, the amount of filler added is in the range of 15 weight % to 50 weight %, part of the filler is fine filler with a particle size of 10 μm or less, and the amount is The formulation is 5% to 40% by weight,
A method for producing an inorganic cured product characterized by producing it at a low water mixing ratio.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16754684A JPS6144749A (en) | 1984-08-10 | 1984-08-10 | Manufacture of inorganic hardened body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16754684A JPS6144749A (en) | 1984-08-10 | 1984-08-10 | Manufacture of inorganic hardened body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6144749A true JPS6144749A (en) | 1986-03-04 |
Family
ID=15851715
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16754684A Pending JPS6144749A (en) | 1984-08-10 | 1984-08-10 | Manufacture of inorganic hardened body |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6144749A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002293586A (en) * | 2001-03-30 | 2002-10-09 | Taiheiyo Cement Corp | Hydraulic composition |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS557553A (en) * | 1978-06-30 | 1980-01-19 | Matsushita Electric Works Ltd | Glass fiber reinforced cement hardened article |
| JPS55500863A (en) * | 1978-11-03 | 1980-10-30 | ||
| JPS5767051A (en) * | 1980-10-06 | 1982-04-23 | Onoda Cement Co Ltd | Hydraulic composition |
| JPS5930751A (en) * | 1982-08-14 | 1984-02-18 | 電気化学工業株式会社 | High acid-resistance heat-resistance binder |
| JPS5992952A (en) * | 1982-11-18 | 1984-05-29 | 住友セメント株式会社 | Strength slow-effect mixed cement and hydraulic composition |
| JPS6310110A (en) * | 1986-07-02 | 1988-01-16 | Sumitomo Electric Ind Ltd | Constant polarized wave single mode fiber |
-
1984
- 1984-08-10 JP JP16754684A patent/JPS6144749A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS557553A (en) * | 1978-06-30 | 1980-01-19 | Matsushita Electric Works Ltd | Glass fiber reinforced cement hardened article |
| JPS55500863A (en) * | 1978-11-03 | 1980-10-30 | ||
| JPS5767051A (en) * | 1980-10-06 | 1982-04-23 | Onoda Cement Co Ltd | Hydraulic composition |
| JPS5930751A (en) * | 1982-08-14 | 1984-02-18 | 電気化学工業株式会社 | High acid-resistance heat-resistance binder |
| JPS5992952A (en) * | 1982-11-18 | 1984-05-29 | 住友セメント株式会社 | Strength slow-effect mixed cement and hydraulic composition |
| JPS6310110A (en) * | 1986-07-02 | 1988-01-16 | Sumitomo Electric Ind Ltd | Constant polarized wave single mode fiber |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002293586A (en) * | 2001-03-30 | 2002-10-09 | Taiheiyo Cement Corp | Hydraulic composition |
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